Journal articles: 'MULTI-STOREYED BUILDING'

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Meshram, Vilas G., and Ajay L. Dandge. "A Study of Local Site Effects on Seismic Design of Buildings." Advanced Materials Research 374-377 (October 2011): 1742–45. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1742.

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In present work, first the multi-storeyed building was analysing taking medium site condition in zone II. Sa/g and Base shear for that building was calculated from IS 1893:2002 (Part 1).After that site specific ground response analysis is carried out for Amravati and Nagpur region soil sites. For development of site specific response spectrum ProSHAKE software is used ProSHAKE is based on one dimensional geotechnical site response model. Site response study is usually carried out using the geotechnical data or Geophysical data (shear wave velocity). Basic aim of present work is to study local site effects on seismic analysis of multi-storeyed Buildings, for this purpose local soil conditions are considered. In the present work various local sites in Amravati and Nagpur region are studied.

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T, Basavaraja K., T. Kiran, and T. Sushanth Thummala Saiteja Reddy. "Heat Load Calculation with Duct Design of a Multi Storeyed Residential Building." International Journal of Trend in Scientific Research and Development Volume-3, Issue-3 (April 30, 2019): 1150–56. http://dx.doi.org/10.31142/ijtsrd23301.

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Phuke, R. M. "Behaviour of Multi-storeyed Steel Building with Steel Plate Shear Wall." International Journal for Research in Applied Science and Engineering Technology 9, no. VIII (August 15, 2021): 518–30. http://dx.doi.org/10.22214/ijraset.2021.37357.

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The present study describes the analysis and design of high-rise steel building frame with and without Steel plate shear wall (SPSW). Further it is compared with moment resisting steel framed building and X-Braced steel framed building. For present work Response Spectrum Analysis is carried out for steel moment resisting frame building having G+19 storey situated in zone III. Modeling is done by using strip modeling. The analysis of steel plate shear wall and the building are carried out using software SAP2000 V15. The main parameter considered in this project is to compare the seismic performance of buildings i.e. lateral deflection. The models are analyzed by Response Spectrum analysis as per IS 1893:2002 and design has been carried out by using IS 800-2007.

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Raju, Y. Kamala, G. V. V. Satyanarayana, and G. Arun Sai. "RCC Highrised Residential Buildings its Influence on Earthquake Loads." E3S Web of Conferences 184 (2020): 01107. http://dx.doi.org/10.1051/e3sconf/202018401107.

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The present decade, high rise multi-storey buildings are subjected to many external effects such as earthquake, wind loads, tidal loads, etc., in most cases high rise buildings have more vulnerable to earthquake and wind loads. Most of the reinforced concrete multi-storeyed frame buildings were heavily damaged and many of them completely collapsed during due earthquakes. RC frame buildings were severely damaged due to various deficiencies when proper codal provisions are not designed. A study is need to study the behaviour of the RC framed structure under earthquake load to reduce the damage caused by earthquake forces In this investigation a RC framed building of G+20 storeyed is considered in several seismic zones under different soils as per Indian Standard code IS 1893(part1):2016, using STAAD. Pro V8i as software tool. Finally evaluate the ultimate Base shear using Equivalent static method and Response spectrum method addressing under design forces.

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Deepan Chakaravarthi, A. V., E. Dhivya, L. Gracia Angel Rajakumari, and D. Hashini. "ANALYSIS AND DESIGN OF MULTI-STOREYED (G+2) RESIDENTIAL BUILDING." International Journal of Advanced Research 10, no. 04 (April 30, 2022): 917–36. http://dx.doi.org/10.21474/ijar01/14626.

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Structural design is an investigation method of the rigidity, strength and stability of the building. The essential aim in structural analysis and design is to construct a structure capable of overcoming all applied loads without failure during its intended life. This project attempts to understand the structural behavior of various components in the multi-storied building. planning, analysis, designing of multi-storied building has been taken up for residential building (G+2). Thereby depending on the suitability of plan, layout of beams and positions of columns are fixed. Dead loads are calculated based on material properties and live loads are considered according to the code IS875-part 2, footings are designed based on safe bearing capacity of soil. For the design of columns and beams analysis is done by limit state method to know the moments they are acted upon. Slab designing is done depending upon the type of slab (one way or two way), end conditions and the loading. From the slabs the loads are transferred to the beams, thereafter the loads from the beams are taken up by the columns and then to footing finally the section is checked for the components manually and using STAAD Pro V8i software for the analysis of structure, maximum shear force, maximum bending moment are computed.

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., Sarita Singla. "COMPUTATION OF BLAST LOADING FOR A MULTI STOREYED FRAMED BUILDING." International Journal of Research in Engineering and Technology 04, no. 02 (February 25, 2015): 759–66. http://dx.doi.org/10.15623/ijret.2015.0402105.

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Gupta, Diksha, and Deepti Hazari. "COMPARISON OF MULTISTOREY BUILDING USING RESPONSE SPECTRUM ANALYSIS IN DIFFERENT SEISMIC ZONES BY USING STAAD.PRO SOFTWARE." YMER Digital 21, no. 08 (August 8, 2022): 353–68. http://dx.doi.org/10.37896/ymer21.08/31.

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A multi-storey building is just a building that has multiple storeys above the ground. A multi storied building is either residential or commercial. Migration of individuals from rural to urban centres where job opportunities are significant. The land available for building to accommodate this migration is becoming scarce which ends in rapid increase within the cost of land. And this leads to construction of multi-storeyed buildings as they supply an outsized floor area in an exceedingly relatively small area of land in urban cities. A comparison of highrise buildings by response spectrum analysis in different seismic zones of India. The main objective of this research paper is to compare regular and irregular buildings in seismic zone III & zone V by response spectrum analysis in STAAD. Pro. The soil type taken into consideration is medium soil type. The aim is to find base shear, storey drift and story displacement and eigen value and eigen vector by response spectrum analysis. Cost analysis has also been done. Analysis is done as per IS 456:2000 and IS 1893:2002. It focuses on dynamic analysis of buildings. Without increasing the area, we can extend only the building’s floor to design a multi-storied building as this will save overall building cost. Key Words: Seismic Analysis, Response Spectrum Analysis, Base Shear, Storey Drift, Story Displacement, STAAD.Pro

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Bhat, Akeel Firdos, and Er Vikas Kumar. "Comparative Study on Deflection of a Multistoried Building with Shear Wall and Core Wall." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (May 31, 2022): 3743–58. http://dx.doi.org/10.22214/ijraset.2022.43212.

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Abstract: To ensure the seismic effectiveness of highrise buildings different systems of lateral restraints are provided e.g., bracings, shear walls, core walls etc. In the present study, deflection of various joints, storeys & also the drifts have been gone through. For this purpose, 3 different models of multi-storeyed buildings were prepared consisting of a G+6 building with shear wall at the centre of edges on exterior walls, G+6 building with a core wall & G+8 building with a core wall were prepared using an integrated building designing software known as ETABS- 2016 (student version). A 3-bay building was modelled using M30 concrete mix and reinforcing steel bars of HYSD 415 for beams, columns, slabs as well as shear walls. After this pier labels were assigned to the shear walls. A variety of load cases like joint loads, dead loads, live loads, wind load in x-direction for terrain category 4, earthquake loads in x & y directions for zone II along with their combinations were assigned. The respective diaphragms were assigned to the three models & analysis was carried out at the end. The table of results was obtained and the deflection analysis was carried out to compare the relative effectiveness of shear walls & core walls at different locations of the multi-storeyed building. The codes taken into consideration during the progress of work were IS 456:2000 for plain and reinforced concrete, IS 875:2015 (Part 1) for wind loads & IS 1893:2002 for earthquake loads. Keywords: Earthquakes, Shear wall, Core wall, Lateral deflection.

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Kumar, Manoj, and V. Keshav. "Effect of Shape and Size of Openings in Shear Walls on Lateral Deformations in Shear Walled Framed Structures." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (December 19, 2022): 901–7. http://dx.doi.org/10.38208/acp.v1.600.

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Due to the high density of occupancy of multi-storey structures, structural safety becomes of utmost importance. Shear walls are structural walls which assist the framed structure in resisting lateral forces due to wind and earthquake. Providing the shear walls in multi-storeyed buildings decrease the necessity of providing heavier frames thereby increasing the floor area available in the structure. Generally, openings are provided in shear walls for architectural and functional requirements of the building structure. It is well known that providing openings in shear walls significantly decrease its stiffness and tension/Compression coupling mechanism. Codes of various origins restrict the percentage of openings in shear walls, however, remain silent about the shape of opening. The Finite element analysis has become an essential method of analysis for incorporating the physical entities mathematically. This paper aims to numerically investigate the effect of opening shape and opening size on lateral deformations of a multi-storeyed framed structure. To this end various shapes of openings i.e. triangular, square, and circular are incorporated in the shear wall and for each opening shape 20% and 25% openings have been considered. A ten-storey building containing the shear walls of various configurations has been analysed using the SAP2000 under the seismic load condition and the maximum lateral deformation produced at top storey of buildings are compared.

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Elwi, Mohammed, Bassman Muhammed, and Nada Alhussiny. "Evaluation of soil-structure interaction for structures subjected to earthquake loading with different types of foundation." MATEC Web of Conferences 162 (2018): 04026. http://dx.doi.org/10.1051/matecconf/201816204026.

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However though the structures are supported on soil, most of the designers do not consider the soil structure interaction and its subsequent effect on structure during an earthquake. Different soil properties can affect seismic waves as they pass through a soil layer. When a structure is subjected to an earthquake excitation, it interacts the foundation and soil, and thus changes the motion of the ground. It means that the movement of the whole ground structure system is influenced by type of soil as well as by the type of structure. Tall buildings are supposed to be of engineered construction in sense that they might have been analyzed and designed to meet the provision of relevant codes of practice and building bye-laws. IS 1893: 2002 “Criteria for Earthquake Resistant Design of Structures” gives response spectrum for different types of soil such as hard, medium and soft. An attempt has been made in this paper to study the effect of Soil-structure interaction on multi storeyed buildings with various foundation systems. Also to study the response of buildings subjected to seismic forces with Rigid and Flexible foundations. Multi storeyed buildings with fixed and flexible support subjected to seismic forces were analyzed under different soil conditions like hard, medium and soft. The buildings were analyzed by Response spectrum method using software SAP2000. The response of building frames such as Lateral deflection, Story drift, Base shear, Axial force and Column moment values for all building frames were presented in this paper.

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Kumar, Amit. "Analysis And Capacity Based Earthquake Resistant Design Of Multi Storeyed Building." IOSR Journal of Engineering 4, no. 8 (August 2014): 07–13. http://dx.doi.org/10.9790/3021-04810713.

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Darekar, Manish S. "Construction Management @Multi-Storeyed Building by MS-Project - A Case Study." International Journal for Research in Applied Science and Engineering Technology 8, no. 5 (May 31, 2020): 805–15. http://dx.doi.org/10.22214/ijraset.2020.5128.

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REN JIE, Y. "MULTI-STOREYED LONG-SPAN FACTORY BUILDING WITH 'TWIN ARCH TRUSS STRUCTURE.'." Proceedings of the Institution of Civil Engineers 91, no. 2 (June 1991): 203–14. http://dx.doi.org/10.1680/iicep.1991.14979.

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Harshavardhan, Thota, V. Srinivasa Reddy, P. S. R. P. S. S. S. Vardhani, S. Shrihari, Ahmed Hussien Raide Alawadi, and Sameer Dev Sharma. "Resource Allocation, Scheduling and Planning of a Multi Storeyed Residential Building." E3S Web of Conferences 391 (2023): 01217. http://dx.doi.org/10.1051/e3sconf/202339101217.

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For the purpose of minimising and managing project delays, effective planning and scheduling are essential elements of construction projects. Globalisation has led to an increase in the scale and complexity of construction projects. With the help of project management software, the quantity of paperwork and time required for such initiatives can be reduced. A warning system must be accessible throughout the project to alert the organisation to potential achievements and failures. Today's market offers a variety of computer software applications for project management, including MSP, Primavera P6, and others. Primavera has made it simple to assess the real progress of a construction project to the expected pace of the task. The project management tool Primavera P6 gathers, documents, monitors, regulates, and publishes data on project performance. Planning, allocating, and scheduling resources for a G+4 residential development are all part of this project. This study highlights the value of scheduling and interferes with the software by working on a construction project for a commercial building. This paper effectively demonstrates all the crucial steps, such as generating an EPS, developing a WBS, connecting tasks in accordance with their dependency and resource availability, and determining the Critical Path.

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Piplodiya, Mr Uditnarayane, and Mr Arvind Vishwakarma. "Performance Point Determination Criteria of Multi-Storeyed Building with Highest Importance Factor." International Journal for Research in Applied Science and Engineering Technology 10, no. 3 (March 31, 2022): 1725–36. http://dx.doi.org/10.22214/ijraset.2022.40980.

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Abstract: Every construction needs various parameters to model it and the most important thing need to assign is how much safe it is under different loading conditions. Due to increase in population, construction in India plays a very important role under the guidance umbrella of Indian Standards with the major safety for human beings. The structure should be strong enough that each element should be economic and strong. To check the structure with more live load present in it, highest importance factor should be selected for the same. In this project a G+18 Storey structure has analysed using shear walls at corners and total seven structural models have been created abbreviated as OSWA1 to OSWA7. Case OSWA5 fails in structural components, hence after modifications Case OSWA5a created. The project concluded that the performance point obtained is 35% with OSWA6 and obtained as efficient Case and will be recommended to reduce the overall cost of the project with highest importance factor taken as 1.5 as per Indian Standards. Keywords: Shear Wall, Opening Area, Axial forces, Durability, Highest Importance factor, Maximum Live load

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AkashRaut, Prabodh Pachpor, and Sanket Dautkhani. "Analysis of an Irregular RC Multi-storeyed Building Subjected to Dynamic Loading." IOP Conference Series: Materials Science and Engineering 330 (March 2018): 012121. http://dx.doi.org/10.1088/1757-899x/330/1/012121.

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Chore, Hemant, Junaid Siddiqui, and Ashish Kishore. "Parametric Investigations into the Analysis of Piled Raft for Multi-Storeyed Building." Journal of Civil Engineering Frontiers 3, no. 02 (February 6, 2023): 67–73. http://dx.doi.org/10.38094/jocef30260.

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This paper presents the analysis of the piled raft for a 50-story building using an approximate method to estimate the settlement and load distribution of the foundation. The pile and soils are considered to be interacting springs, and the raft is represented as a thin plate. The model takes into account both the resistance of the piles and the resistance of the raft foundation. It is calculated how the raft, soil, and pile interact. The suggested technique enables the use of the finite element based program ETABS to quickly address the issues of small, non-uniformly arranged rafts and big, non-uniformly ordered rafts. The effect of different pile length and diameter is evaluated on the behaviour of piled raft. With an increase in pile lengths, the moments in the raft are found to increase while the settlement of the pile decreases. Further, increases in pile diameter are found to increase the moments in the raft while decreasing the settlement of the raft. The parameters such as pile diameter and pile length have a considerable effect on the response of a foundation considered in the present study

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Bilal Ahmad Lone et al.,, Bilal Ahmad Lone et al ,. "Seismic and Wind Performance of Multi-storeyed Building with Plan and Vertical Irregularities." International Journal of Mechanical and Production Engineering Research and Development 10, no. 3 (2020): 6751–68. http://dx.doi.org/10.24247/ijmperdjun2020642.

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Shaikh, M. G. "Effect of Seismic Joint in the Performance of Multi-Storeyed L-Shaped Building." IOSR Journal of Mechanical and Civil Engineering 10, no. 1 (2013): 70–77. http://dx.doi.org/10.9790/1684-1017077.

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Dewalkar, Snehal V., and Sameer S. Shastri. "Environmental and economic assessment of proposed on-site wastewater management system in multi-storey residential building." Water Science and Technology 82, no. 12 (November 12, 2020): 3003–16. http://dx.doi.org/10.2166/wst.2020.548.

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Abstract In the present study, the concept of ‘environmental floors’ in the multi-storeyed building is proposed, where separate treatment of greywater by gravity-governed stabilization tank and blackwater by underground Malaprabha digester of the DOSIWAM (Decentralized On-Site Integrated WAste Management) system is carried out. The study evaluates the feasibility of the non-mechanised DOSIWAM system by comparing it with the mechanised activated sludge process (ASP) with the life cycle and cost assessment (LCA and LCCA) method. The LCA was carried out with the SimaPro software using the impact 2002+ method. Both systems served a multi-storeyed (G + 30) building with 890 population equivalent. The LCA results reveal that the non-mechanised DOSIWAM system has three to six times reduced environmental impacts than the ASP system in almost all impact categories. Although DOSIWAMS' weaker removal efficiency dominates in the results of aquatic eutrophication and acidification impact, the latter comparative economical assessment showed to be the most cost-effective alternative due to reduced land use cost, O&M cost, and benefits achieved with energy recovery in the form of biogas. The electricity and chemical consumption in the operation phase caused the highest environmental impact for the ASP system, whereas the production of clinker and steel are responsible for a detrimental impact in the construction phase of the DOSIWAM system.

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Khadiranaikar, R. B., and Kerur Farhanaz. "Analysis of high-rise building by using fluid viscous dampers." i-manager's Journal on Structural Engineering 11, no. 2 (2022): 7. http://dx.doi.org/10.26634/jste.11.2.18982.

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Fluid viscous dampers are dynamic actuators that when stroke, it absorb the energy that by tectonic disturbances, wind absorption, or heat on a structure. Every multi-story building structure that is subjected to ground motion in daily life needs to be studied to determine how it responds because this is a common issue for construction. The structure's foundation is vibrating due to the earthquake. Buildings oscillate as a result of these vibrations, which could seriously harm the structure and observe the earthquake behaviour of structures with and without Fluid Viscous Dampers (FVD) and conventional Reinforce Concrete (RC) moment-resistant frames. The analysis takes place on displacement changes that caused by the addition of FVD in the structure and reduction in base shear in reinforced concrete structures after installing FVD and by using response spectrum and time history analysis. It compares the findings of storey displacement, storey stiffness, base shear, and storey drift assessments. This research provides information on several studies done on multi-story buildings while taking into account the various factors. The examination on vibration characteristics of a G+20 structure with and without a viscous damper is presented in the proposed work. Practically all multi-storeyed buildings must be analysed as three-dimensional systems, according to the current edition of the IS: 1893–2016. The building floor plans may be seen as asymmetrical and the hill slope topography of India is typically geologically stable.

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K V, Smrithi, and Jisha P. "Seismic Analysis of a Multi-Storey Building with Different Types of Slabs." Journal of Structural Technology 8, no. 2 (May 3, 2023): 1–14. http://dx.doi.org/10.46610/jost.2023.v08i02.001.

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Earthquake plays an influential role in the analysis and design of structures. Unless the structures are designed and constructed to withstand seismic forces, failure cannot be avoided. Buildings can be made seismically sound with proper structure design, detailing and construction practice. The configuration of a building is very much important for the seismic performance of buildings. The important aspects that affect the seismic configuration of a building are overall geometry and structural system. This parameter varies in their behaviour in the flat slab, waffle slab and conventional slab. Therefore introducing different types of slabs becomes very crucial for a structural engineer when it comes to better performance of RC structure. The objective of this paper is to study the seismic behaviour of multi-storeyed buildings with different types of slab systems. The study is done by considering the varying number of stories i.e. low-rise, mid-rise and high-rise buildings. The study aims to find an effective slab system for both regular and irregular structures. The different types of slabs considered are flat plate system, flat slab with drop system and waffle slab system which is compared with the conventional slab system. Seismic assessment using response spectrum analysis is done. For low-rise to high-rise buildings, the seismic behaviour of the waffle slab is more effective.

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Agnihotri, Shatakshi, Saurabh Kumar, and A. Meenatchisundaram. "Role of façade shades in energy efficiency in commercial buildings." IOP Conference Series: Earth and Environmental Science 1210, no. 1 (July 1, 2023): 012005. http://dx.doi.org/10.1088/1755-1315/1210/1/012005.

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Abstract Energy consumption and production all over the world is a key contributor to climate change due to resultant emissions of CO2. To meet the national goal of achieving net zero carbon emissions by 2070, the current trends in energy consumption need to be addressed, with the building sector accounting for 40% of the global energy consumption. In India, the heating, cooling and lighting load of commercial buildings has increased from 32% to 46% in the past two decades. Energy demands can sustainably be reduced by means of energy conservation measures, particularly during the building design stage. As demands for new commercial spaces increased in crowded cities, the multi-storeyed glass façade building emerged out and continues to be a popular building design. This paper examines the role of façade shading elements in pulling down the energy demands and harnessing required daylight for lighting comfort. Daylight, energy, solar insolation and glare patterns are analysed in existing building in Noida on the basis of which different shading configurations are proposed by means of computer simulation, using Ecotect, eQUEST software and Radiance tool. Based on the analysis, three cogent designs are discussed and the optimum shade design is identified.

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Patil, Mr A. P., Mr A. A. Choudhari, Mr P. A. Mudhole, Mr V. V. Patole, Ms A. D. Dange, and Ms S. K. Chendake. "Design & Analysis of Multi Storeyed Building (G+10) By Using Stadd Pro V8i (Series 4)." International Journal of Advanced engineering, Management and Science 3, no. 3 (2017): 277–80. http://dx.doi.org/10.24001/ijaems.3.3.23.

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Balaji, G. C., S. S. Vivek, P. A. Edwin Fernando, B. Karthikeyan, P. Jaishankar, and V. Rathinakumar. "Structural Optimization of RC Columns in a Multi-storeyed Building by Tree-Columns Subjected to Lateral Loads." E3S Web of Conferences 405 (2023): 03001. http://dx.doi.org/10.1051/e3sconf/202340503001.

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It has become the agenda to use the bottom storey as the parking area in the multi-storey buildings and it has been quite a disturbance caused by RCC columns occupying more while projecting down to the ground. To get rid of this disturbance and for the aesthetic appearance, the number of columns in the bottom storey has to be reduced so that number of the footing will also get reduced. To achieve this, the five-storey RCC framed structure of plan area 30m X 33m which is assumed to be situated in Chennai with each storey height of 4m is modelled in STAAD Pro software in the way that the loads from the four columns present in the ends of each room will be transferring to the single-column placed in the centre of each room at the bottom storey. Then the necessary loads such as Gravity loads, Seismic loads, Wind loads, and software-generated automatic load combinations were applied to the generated model and the analysis was carried out. Similarly, the conventional model of the same plan was also analyzed by STAAD Pro software with the same set of load cases, and a comparative study of structural parameters such as bending moment, shear force, and deflection was done. Finally, both the models were designed as per IS code and Cost analysis between the two models was carried out.

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Tripathi, Mr Piyush Kumar, and Mr Arvind Vishwakarma. "Use of Different Depth of Footing to Determine Extra Number of Floor Required in Given SBC of Soil." International Journal for Research in Applied Science and Engineering Technology 10, no. 6 (June 30, 2022): 878–84. http://dx.doi.org/10.22214/ijraset.2022.43933.

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Abstract— The construction of residential and commercial buildings has increased dramatically over the past two decades. A significant number of these buildings have been built in the central region such as Indore, Bhopal, Ujjain and others, and many more are planned or under construction. There are a number of design features that can significantly affect the design, including because the weight of a building increases with height, and thus the bearing capacity supported by the foundation can increase with the soil. Because the parameters vary from place to place or from different regions of the earth. These parameters need to be analyzed and evaluated. In these articles optimised number of floor can be evaluating by the analysis of a residential apartment having a plinth area taken as 625 m2 . The project consist a building with plinth area of 875 sq. m. The optimization is taken by varying the different depth of foundation i.e. 1.2m, 1.9m, 2.6m, 3.3m and 4m for the constant SBC of soil. The modelling with foundation consideration is analyzed on software under the seismic response by response spectrum method with total different 05 model cases. The main aim of the project to find the number of floor required for different depth of footing with constant area in given SBC of soil under seismic zone III. Keywords— Multi-storeyed Building, Seismic Analysis, SBC of soil, Foundation Depth, Extra Floors.

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Marris, John, and Cor Vink. "Unexpected Faults: Managing Entomology Collections through the 2010/11 Canterbury Earthquakes." Biodiversity Information Science and Standards 2 (July 4, 2018): e27268. http://dx.doi.org/10.3897/biss.2.27268.

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On 4 September 2010, a 7.1 magnitude earthquake struck near Darfield, 40 kilometres west of Christchurch, New Zealand. The quake caused significant damage to land and buildings nearby, with damage extending to Christchurch city. On 22 February 2011, a 6.3 magnitude earthquake struck Christchurch, causing extensive and significant damage across the city and with the loss of 185 lives. Years on from these events, occasional large aftershocks continue to shake the region. Two main entomological collections were situated within close proximity to the 2010/11 Canterbury earthquakes. The Lincoln University Entomology Research Collection, which is housed on the 5th floor of a 7 storey building, was 27.5 km from the 2010 Darfield earthquake epicentre. The Canterbury Museum Entomology Collection, which is housed in the basement of a multi-storeyed heritage building, was 10 km from the 2011 Christchurch earthquake epicentre. We discuss the impacts of the earthquakes on these collections, the causes of the damage to the specimens and facilities, and subsequent efforts that were made to prevent further damage in the event of future seismic events. We also discuss the wider need for preparedness against the risks posed by natural disasters and other catastrophic events.

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Bhorkar, M. P., P. Choudhary, A. Chawhan, A. Bijwe, and K. Devgade. "Carbon footprint of a multi-storied residential building during the construction process." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (November 1, 2021): 012022. http://dx.doi.org/10.1088/1757-899x/1197/1/012022.

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Abstract Construction Industry indicates development of the country and it helps in the economic growth which adds productivity and quality of life of citizens. During the manufacturing and the construction processes, there is use and combustion of fossil fuels which results total 39% of total carbon footprint. So, studying carbon footprint for construction companies becomes very important. Many different studies are carried out with giving number of alternatives to reduce the amount of carbon footprint. However, this research is focused mainly on multi-storeyed residential building in renowned city in India, shows the carbon emissions produced by a construction activity right from the material production to the actual execution process. Different Greenhouse gases contributing carbon footprint were also studied & incorporated. Various activities accounting to emissions were listed and their carbon footprint value (in the form of Carbon Dioxide equivalent) was calculated by bottom-up method. The manufacturing of various construction materials and usage of electricity during execution phases of a building causes very bad impact on the environment. The greatest contributors of the carbon footprint are onsite electricity use and building materials manufacturing. Therefore, use of green concrete, renewable energy, prefabricated construction materials and low emission construction equipment & vehicles can help in reducing the values of Carbon Footprint by the construction industry.

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Gajbhiye, Akshay. "Comparative Study of RC Multistorey Building with Floating Column and Shear Wall Subjected To Seismic Load." International Journal for Research in Applied Science and Engineering Technology 9, no. 9 (September 30, 2021): 528–35. http://dx.doi.org/10.22214/ijraset.2021.38011.

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Abstract : In modern multistorey building construction, irregularities like the soft storey, vertical and plan irregularities, floating columns etc are very common. Building with an open ground storey for parking is a common feature that results in floating columns. Floating columns provide column free space and a good aesthetic architectural view of the building. floating column means the end of any vertical element that rests on the beam which leads to discontinuity of columns such that the path of load distribution in multi-storey buildings is disturbed. The use of a floating column also tends to increase the moment in the column, storey shear etc which highly undesirable in seismically active areas. So, the study of the best location where the floating column needs to be provided to reduce the impact due to seismic loads is of primordial importance. Shear wall is a vertical member which is provided from foundation to top storey. In this study shear wall is used in the direction of orientation so that it provides additional strength and stiffness to the buildings. In the present analysis, 8 models are studied. The first model considers a multi-storeyed building without any shear wall and floating column. Other models analysed are with shear wall and by varying the location of floating columns. The analysis and design are done by STAAD.pro V8i SS6 version software and the method used is response spectrum analysis in earthquake zone 4. The effect of floating column location on parameters such as Base shear, Displacement, Maximum moment, storey shear and percentage of steel reinforcement are discussed. The comparison of results of different models is also carried out in detail using graphs and bar charts in this study. The suitable location for providing a floating column with the shear wall is also discussed. Keywords: Floating column, Shear wall, Seismic load, STAAD.pro.v8i, Response Spectrum Analysis.

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Vishwakarma, Arvind, and Udit Narayan Piplodiya. "A Review on Buildings Having Highest Importance Factor Based on Live Load." International Journal of Current Engineering and Technology 12, no. 02 (April 30, 2022): 100–105. http://dx.doi.org/10.14741/ijcet/v.12.2.1.

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Every structure necessitates a table to live a system of battling highest forces caused by wind speed or heavy earthquakes. One of the premium preparations has to share the representation of structural elements that holds the arrangement of earthquake loads together. When the trouble of the tallness of the structure is superior than before they turn out to be greater as well as the addition of tempting additions to oppose systems such as truss contains of shear wall is essential. If the live load present in the structure has more, the reduction in the failure of the structural elements will be the main criteria before construction. In this work, some of the studies has presented in which they have introduced different live loadings in multi-storeyed building with seismic loading. Results concluded that it is necessary to perform the live load with highest importance factor as per seismic codal provisions.

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Rahouti, Anass, Sélim Datoussaïd, and Thierry Descamps. "Safety assessment of a high-rise dormitory in case of fire." International Journal of Disaster Resilience in the Built Environment 9, no. 1 (February 12, 2018): 84–95. http://dx.doi.org/10.1108/ijdrbe-10-2016-0039.

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Purpose This paper aims to focus on the combination of fire- and agent-based modelling approaches to assess the level of safety of a multi-storeyed building case study. Design/methodology/approach For an existing building to be occupied such as the engineering student dormitory of Mons (Belgium), engineers must establish, among the other things, that the building affords a sufficient level of safety during fire incident. This can be verified in accordance with prescriptive- and performance-based methodologies. The performance-based approach consists on using simulation tools such as fire dynamics simulator with evacuation to ensure/verify the level of safety required. In this paper, a model case study was built and then various scenarios have been implemented to answer some safety questions. Findings For this building layout, the results demonstrate that combining different egress components (i.e. stairs and outdoor ladders) has a negative impact on the evacuation process than using only the stairs to evacuate the building; phased evacuation strategy will not necessarily lead to faster evacuation; adding fire doors in the stairs and between the floors has a beneficial effect on the evacuation process. Originality/value This case study proposes some recommendations about adapted evacuation strategy and investments to improve the safety of high-rise student’s dormitory in case of fire.

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Nimmana, Chandra Kumar. "To Study the Seismic Behaviour of Multi Storeyed Building along with Planning at Various Zones using Hierarchical Agglomerative Clustering." International Journal for Research in Applied Science and Engineering Technology 6, no. 3 (March 31, 2018): 480–91. http://dx.doi.org/10.22214/ijraset.2018.3078.

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YADAV, AASTHA, and DEEPTI HAZARI. "STATIC PUSHOVER ANALYSIS FOR REGULAR AND IRREGULAR STRUCTURES IN ALL ZONES." YMER Digital 21, no. 05 (May 31, 2022): 1515–23. http://dx.doi.org/10.37896/ymer21.05/g5.

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In many earthquake-prone countries, structures may be suffers to various seismic loads in any stage of structures life. For this situation it is expected that the structures designed will show ductile behaviour under the various loads like vertical loads and lateral loads and also shows a stable behaviour without any major damage. Most of Indian lands behave insecure owing to the vibrations which are caused by the seismic effects. Also, it’s not possible to stop earthquake or vibrations on the structures but it may be controlled by some effective seismic techniques. Pushover analysis is a simply nonlinear analysis to estimate the static and dynamic demand imposed on any structures under earthquake excitation. In now days for design purpose, irregularity in structures is under highly demand. In this paper regular and irregular building structures are taken to study the behaviour during under seismic zone. Here various type highrise buildings are analyzed; behaviour of high rise building during earthquake depends on their structural design. In this study a G+8 rugular structure and multi-storeyed irregular structures are analyzed by nonlinear static pushover analysis. Zone factor for analysis is taken as zone III & zone V. This concerned work all building are designed as per IS 456:2000 and IS1893:2002. The aim of this work is to compare the result of symmetrical and unsymmetrical structure behaviour after applying pushover analysis in behalf of storey drift, storey displacement, base shear and storey shear. Keywords- Pushover analysis, seismic loads, lateral loads, regular and irregular building, nonlinear analysis, storey drift, storey displacement, base shear.

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Sharma, Mr Prashant. "Checking the Stability Criteria of Multi-Storied Building by Varying Opening Area Percentages in Shear Wall Used in Periphery with Seismic Zone III." International Journal for Research in Applied Science and Engineering Technology 9, no. 11 (November 30, 2021): 127–35. http://dx.doi.org/10.22214/ijraset.2021.38761.

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Abstract: To decrease the overall cost of the project, it is highly recommended dropping the cost in different manners. To make economic structure, structure without losing the stiffness standards and the cost cutting should be done at every construction stages. The dual systems in building structure consist of structural walls and moment resisting frames. The walls are made up of RCC, which is expensive material. The purpose of current study is to discover the effect of reducing shear wall area in multistorey building to decrease cost. The buildings are provided with shear walls to improve the lateral load resistance. Post parametric analysis results shows that, the reduction in shear wall area should be modified to a certain limit up to 20 % for cost cutting. But in this study, the opening areas of shear wall are increased above 20% to 36.75% and verify the results of post analysis. In this study 8 cases are analysed with 0%, 11%, 14.20%, 20%, 33.20%, 29.05%, 35%, & 36.75% opening in shear wall and analysis is perform by Response Analysis Method of dynamic analysis using Staad.pro V8i software in Zone III of multistorey building (G+18). The effects of opening in the wall are studied by considering the moments, shear, and torsion, and axial forces in the beams and columns. It is observed that after a certain percentage of shear opening in walls the building fails in the drift at a certain height. To resolve this problem the flared area of height 0.5 m at the height of failure is provided to counteract the effect of drift. It was observed that by the introduction of shear belt the drift reduces which made the structure stable. Finally in this study, the opening of shear wall area is increased up to 35% and concrete area is reduced 1170.20 m2 , which is 534.2m2 more than the previous studies. Keywords: Shear Wall, Opening Area, Multi-storeyed Building, Seismic effects, Response Spectrum Method

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mohiuddin, Syed Mohammed, Mohammed moiz, Mohammed khaja moinuddin, and Mohammed Tosif Ahmed. "DYNAMIC ANALYSIS AND DESIGN OF MULTISTOREYED R.C STRUCTURAL FRAME WITH PILE FOUNDATION." International Journal of Innovative Research in Advanced Engineering 8, no. 6 (June 30, 2021): 120–30. http://dx.doi.org/10.26562/ijirae.2021.v0806.001.

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The structure is presumed to be situated in seismic Zones II and V. The mathematical building model (F.E.M Model) of Whole building has been modelled in ETABS 16.2 All the beams and columns are modelled as frame elements. All the slabs are modelled as thin shell elements. To ascertain the seismic load on each floor level of whole structure two types of seismic analysis procedure have been considered as per IS1893-2002 and 2016. Equivalent static approach (linear Static method) and Response spectrum method (Linear Dynamic Method). Parameters considered to understand the seismic response of the multi-storeyed buildings are, Modal Mass participation factor, Modal time period, Lateral displacement, Storey drift, Storey shear of the structure. The whole structural systems are strengthen with vertical shear walls. SAFE (Slab analysis by Finite Element Method) is a software essentially made for analyse and designs of the slabs, since Pile Raft is also a slab therefore SAFE is the ultimate tool for it. Pile Caps have modelled as Slab with Thick plate Action, for base reactions Link between ETABS and SAFE have been used. The parameters consider for finalise the designs of piles and pile caps are, vertical settlement, Punching Shear stress under columns and shear walls and for piles as well. Flexural reinforcements are tabulated in both Longitudinal and transvers direction for the both the faces i.e. Top face and bottom. After all the study a comparison is made between the structure situated in Zone II and Zone V We had observed that when the seismic zones changes and the intensity of seismic forces increases, the design of foundation considerably changes and there is tremendous amount of increase in steel.

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SHINADA, Yoshiteru, and Ken-ichi KIMURA. "DEVELOPMENT OF CONTINUOUS, SIMULTANEOUS MULTI-POINT MEASURING SYSTEM FOR SUPPLY/EXHAUST VOLUME AT EVERY FLOOR IN NATURAL VENTILATION SYSTEM OF A MULTI-STOREYED BUILDING WITH FIELD MEASURMENT RESULTS." Journal of Environmental Engineering (Transactions of AIJ) 74, no. 639 (2009): 595–601. http://dx.doi.org/10.3130/aije.74.595.

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Shaji, Aishwarya, S. R. Gouri Krishna, A. Meher Prasad, and Devdas Menon. "Behaviour of Glass Fibre Reinforced Gypsum panels as Walls: An Update on the Recent Research Developments." Proceedings of the 12th Structural Engineering Convention, SEC 2022: Themes 1-2 1, no. 1 (December 19, 2022): 347–52. http://dx.doi.org/10.38208/acp.v1.520.

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The current housing shortage problem in the country, especially among the low-income groups and the necessity to address their shelter needs, led to the introduction of Glass fibre reinforced gypsum (GFRG) panels in India. These panels were originally developed in Australia in 1990 and later introduced in India, China, Hong Kong and other countries. They are light-weight, load-bearing walls used for rapid construction of affordable and eco-friendly houses (individual units to multi-storeyed buildings) and are being used in India for more than a decade. These are prefabricated in controlled-conditions in factories, from gypsum plaster reinforced with glass fibres along with certain special additives and are available in a fixed size of 12 m length, 3 m height and 124 mm thickness. The panels are hollow, with cavities of size, 230 × 94 mm, aligned along the height. These panels can resist axial, in-plane and out-of-plane loads and various studies conducted worldwide established the suitability of the panel for the construction of walls, slabs, staircases and parapet walls. GFRG buildings consist of GFRG panels as walls and slabs (without any beams and columns) and can be constructed up to 5-8 storeys in low to moderate seismic zones, and lesser height in higher seismic zones. Thus to properly understand the structural behaviour of the GFRG building system and to develop a proper design guideline, comprehensive research works were undertaken in India and other countries which includes the study to determine the various material and structural properties of the panel and this paper presents a critical review of the experimental and theoretical investigations on the structural behaviour of GFRG wall panels.

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Shapovalov, O., and S. Potapov. "DETERMINATION OF RELIABILITY OF OPERATION OF MULTI-STOREY FRAME BUILDING AT DIFFERENT VARIANTS OF COLUMN REINFORCEMENT." Municipal economy of cities 3, no. 156 (July 1, 2020): 121–25. http://dx.doi.org/10.33042/2522-1809-2020-3-156-121-125.

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The article considers the issues of variant design of bearing elements of monolithic reinforced concrete crossbarless frame. In particular, the columns, in order to ensure increased reliability of operation of the frame in cases of exposure to various adverse conditions. Such conditions include factors of disproportionate destruction (progressive collapse), which can significantly damage the building. With variant reinforcement of columns, it is possible to achieve a state when the reliability of safe operation of the building will be most pronounced, which may be a recommended measure in the design of multi-storey buildings. It is noted that a rational increase in the reinforcement of columns on the lower floors leads to an increase in the parameter of trouble-free operation of the entire building in emergencies, and this is a sign of increasing the reliability of the entire designed frame of the building. The technology of estimating the reliability parameters is that along the height of the column there are four to five sections with a certain percentage of reinforcement, the maximum percentage (up to 2% -3.5%) is located in the lower zone of the columns, and the smallest % -1.0%) at the top of the columns. This armature is appointed proceeding from statistical calculation of a skeleton and the received internal efforts of M, N, V. In the resulted article as the device of calculation of a 14-storeyed with a cellar of a inhabited frame building the software and computer complex "SCAD" version 21.1.9.5 is used. The emergency situation is predicted in the form of an explosion in the basement of a residential building, which led to the destruction of three columns of the corner of the building and one stiffness diaphragm. Five possible options for column reinforcement were compared (there are 585 columns in the frame of the building). In the first and second embodiments, the reinforcement of the lower two zones was ϻ = 1.57%, the upper two zones ϻ = 0.5%, in the third variant, the reinforcement of the lower two zones was ϻ = 2.57%. In the fourth and fifth variants, the lower two zones had reinforcement ϻ = 1.0%, the upper two zones ϻ = 1.57%. In each of the variants the strength of the concrete changed: for the I and IV variants it corresponded to class C20 / 25; for II, III and V variants the concrete class corresponded to C32 / 40. The parameter of failure-free operation P (t) for the frame in each case was determined by the method of Kudzis AP The calculations showed that the values of P (t) for each option were: I - 0,978; II - 0.986; III - 0.998; IV - 0.969; V - 0.983. Thus, the most effective was the third option (maximum reinforcement of the lower tiers of the columns), which is recommended for implementation in the actual design. Keywords: disproportionate destruction, reliability and safety of operation, reliability indicators, reinforced concrete monolithic framework, variant reinforcement, efficiency of the accepted decisions.

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Mioduchowski, A. "Shear Waves in Nonhomogeneous Multi-Storeyed Buildings." ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik 71, no. 11 (1991): 443–48. http://dx.doi.org/10.1002/zamm.19910711110.

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Datta, Aloke K., Manish Shrikhande, and Dilip K. Paul. "On the Optimal Location of Sensors in Multi-Storeyed Buildings." Journal of Earthquake Engineering 06, no. 01 (January 2002): 17–30. http://dx.doi.org/10.1142/s1363246902000498.

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DATTA∗, ALOKE K., MANISH SHRIKHANDE, and DILIP K. PAUL. "ON THE OPTIMAL LOCATION OF SENSORS IN MULTI-STOREYED BUILDINGS." Journal of Earthquake Engineering 6, no. 1 (January 2002): 17–30. http://dx.doi.org/10.1080/13632460209350408.

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DATTA, A. "MASS DECOCKROACHING : AN EFFECTIVE CONTROL MEASURE IN MULTI STOREYED BUILDINGS." Medical Journal Armed Forces India 54, no. 2 (April 1998): 174–75. http://dx.doi.org/10.1016/s0377-1237(17)30522-1.

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., Faizulla Z. Shariff. "COMPARITIVE STUDY ON RCC AND COMPOSITE (CFT) MULTI-STOREYED BUILDINGS." International Journal of Research in Engineering and Technology 04, no. 06 (June 25, 2015): 418–29. http://dx.doi.org/10.15623/ijret.2015.0406072.

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Malakhova, Anna. "CAISSON TYPE HOLLOW FLOOR SLABS OF MONOLITHIC MULTI-STOREYED BUILDINGS." Vestnik MGSU, no. 6 (June 2016): 15–24. http://dx.doi.org/10.22227/1997-0935.2016.6.15-24.

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Storozhenko, Leonid, Dmytro Yermolenko, Alexander Nyzhnyk, and Ivan Tegza. "New design decisions of prefabricated girderless floors of multi-storeyed buildings." MATEC Web of Conferences 116 (2017): 02032. http://dx.doi.org/10.1051/matecconf/201711602032.

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Wallecha, Mr Dipesh R. "A Review on Application of Microsoft Project Software in Multi-Storeyed Buildings." International Journal for Research in Applied Science and Engineering Technology 8, no. 5 (May 31, 2020): 372–77. http://dx.doi.org/10.22214/ijraset.2020.5061.

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Lapidus, Azariy, and Petr Govorukha. "ORGANIZATIONAL AND TECHNOLOGICAL POTENTIAL OF ENVELOPING STRUCTURES OF MULTI-STOREYED RESIDENTIAL BUILDINGS." Vestnik MGSU, no. 4 (April 2015): 143–49. http://dx.doi.org/10.22227/1997-0935.2015.4.143-149.

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Ambatkar, Ms Sayali. "Design and Analysis of Earthquake Resistant Building (Three Storeyed R.C.C. School Building) using STAAD.PRO." International Journal for Research in Applied Science and Engineering Technology 9, no. VI (June 30, 2021): 2846–50. http://dx.doi.org/10.22214/ijraset.2021.35427.

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The field of Earthquake Engineering has existed in our country for over 35 years now. Indian earthquake engineers have made significant contributions to the seismic safety of several important structures in the country. However, as the recent earthquakes have shown, the performance of normal structures during past Indian earthquakes has been less satisfactory. This is mainly due to the lack of awareness amongst most practising engineers of the special provisions that need to be followed in earthquake resistant design and thereafter in construction. In India, the multi-storied building is constructed due to high cost and scarcity of land. In order to utilize maximum land area, builders and architects generally proposed asymmetrical plan configuration. These asymmetrical plan buildings, which are constructed in seismic prone areas, are likely to be damaged during earthquake. Earthquake is a natural phenomenon which can be generate the most destructive forces on structure. Buildings should be made Safe for lives by proper design and detailing of structural member in order to have a ductile form of failure. The concept of earthquake resistant design is that the building should be designed to resist the forces, which arises due to Design Basic Earthquake, with only minor damages and the forces which arises due to Maximum Considered Earthquake, with some accepted structural damages but no collapse. This paper studies the Earthquake Resisting Building.

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Elistratov, Vladimir, Olga Pastukh, Svetlana Golovina, and Nikolai Elistratov. "Renovation of the block in Madrid in accordance with criteria of Isover MultiComfort House." E3S Web of Conferences 91 (2019): 02005. http://dx.doi.org/10.1051/e3sconf/20199102005.

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This study is dedicated to comprehensive approach to the problems connected with living in and operation of the old housing facilities stock of Madrid. The article provides a review to a developed area located in Colonia Ciudad Pegaso in Madrid. This area comprises two four-storeyed residential houses built in 1956, single-storeyed sheds and a small square. It has been found that as at 2017 the existing buildings do not meet the passive house criteria and the territory is not adapted to comfort living of people with limited mobility. Taking into account immediacy of this problem, the article offers the project for renovation of the area concerned. This project was developed within the regular urban program of Madrid called Mad-Re “Madrid Recupera” and the concept of sustainable development. During development of the project the requirements of Isover-Saint Gobain multi-comfort house were taken into account, barrier-free environment for comfortable living of different social groups was created, storage places were reorganized and the territory of the square was adapted to recreation of local citizens. As a result of the above works, there was created a new architectural appearance of the apartment block aimed at prospective development San Blas municipal district of Madrid.

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Ravishankar, V. "Improved storage and distribution of water in multi-storeyed residential buildings in semi-urban communities of India." International Journal of Sustainable Real Estate and Construction Economics 1, no. 1 (2017): 67. http://dx.doi.org/10.1504/ijsrece.2017.084397.

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Journal articles on the topic 'MULTI-STOREYED BUILDING'

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