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Journal articles on the topic 'STAAD PRO V8i'

Author: Grafiati

Published: 11 September 2023

Last updated: 26 July 2025

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1

Wahyudi, Yuli, Akhmad Gajali, and Fathurrahman Fathurrahman. "ANALISIS KAPASITAS DAYA DUKUNG PONDASI TIANG PANCANG DENGAN PEMBEBANAN VERTIKAL MENGGUNAKAN PROGRAM STAAD Pro V8i PADA PROYEK PEMBANGUNAN RUMAH SAKIT KELAS D KECAMATAN KINTAP KABUPATEN TANAH LAUT." Jurnal Kacapuri : Jurnal Keilmuan Teknik Sipil 1, no. 2 (2018): 93. http://dx.doi.org/10.31602/jk.v1i2.1777.

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Daya dukungpondasi merupakan salah satu faktor yang penting untuk diperhitungkan dalam perencanaan dan pelaksanaan konstruksi. Daya dukung pondasi diharapkan mampu melebihi pembebanan vertikal bangunan, guna untuk menjaga kestabilan berdirinya suatu bangunan.Dalam analisis daya dukung pondasi tiang pancang pada pembangunan Rumah Sakit Kelas D Kecamatan Kintap Kabupaten Tanah Laut menggunakan metode Meyerhof dan data penyelidikan tanah diperoleh dari hasil uji lapangan Cone PenetrationTest (Sondir). Sedangkan dalam analisis pembebanan vertikal menggunakan bantuan program STAAD Pro V8i (metode f

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Pandulu, Galih Damar, Mukhlis Pribadi, Handika Setya Wijaya, and Diana Ningrum. "Perancangan Struktur Bangunan Central Sterile Supply Department (CSSD) Rumah Sakit Mawaddah Medika Mojokerto." JAST : Jurnal Aplikasi Sains dan Teknologi 5, no. 2 (2022): 102–12. http://dx.doi.org/10.33366/jast.v5i2.2676.

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Mawaddah Medika Hospital requires personnel who have building expertise and require supporting equipment in terms of supervision and analysis to calculate building structures that meet standards. The purpose of this community service is the application of the Structural Analysis And Design (STAAD) Pro V8i application to calculate safe building structures that hospitals must provide to support their activities. The results of calculating the dimensions of the concrete and its reinforcement are based on the axial moments and forces carried on the Central Steril Supply Department building. Struct

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Modi, Raghvendra R. "Seismic Performance Assessment of Masonary Infilled RC Frames by Using Staad PRO." International Journal for Research in Applied Science and Engineering Technology 10, no. 5 (2022): 3908–18. http://dx.doi.org/10.22214/ijraset.2022.43272.

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Abstract: Now a days construction of the RC frame is common because of the simplicity in construction. The masonry walls are mainly used for partition and insulation purposes rather than for structural purposes. However, during the earthquake, this filling contributes to the response of the structure and the behavior of the filling frame is different from that expected for the structure of the bare frame. The fill acts as a compression strut between column and beam. For this purpose, linear dynamic analysis were carried out on the structure of the RC masonry frame to study the influence of the

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Barkha, Verma Anurag Wahane. "Mr." International Research Journal of Engineering and Technology 06, no. 09 (2019): 1645–52. https://doi.org/10.5281/zenodo.4878001.

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The study is to analyze & compare the seismic response G+9 storey RCC frame structure with varying soil condition (Hard, Medium and Soft soil) for seismic Zone V using latest software package STAAD Pro. The structural & seismic parameters are kept same for Model M1, M2 & M3 except the soil type. All three models are analyzed in Staad pro V8i software using the Equivalent Static method of seismic analysis. The response of the model is examined in terms of the maximum storey displacement, compressive stress in columns and quantity of steel required. The objective of the study is chec

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Vikas, R. Vishwakarma, and Bhadke Sanjay. "Performance Assessment of RCC Structure by Infilled RC Frame Using Structural Software." Journal of Structural Engineering, its Applications and Analysis 5, no. 2 (2022): 1–18. https://doi.org/10.5281/zenodo.6560899.

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The obtained result based on the study performed is presented in current chapter. All the result is represented in graphical format. And the story shear of the bare frame and infill frame is compared in table format. Present study is carrying out on bare frame structure (without considering the wall load) and the infill frame structure (wall load is considered in the form of strut). Further every structure is analyzed with the STAAD-Pro V8i software.

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Kurniawan, S,Pd MT, Achendri M., Taufiq Rocman, and Johanes Asdhi Poerwanto. "PERENCANAAN GELAGAR BENTANG 30 METER JALAN LAYANG (FLYOVER) PADA PERSIMPANGAN GADANG KOTA MALANG." PROKONS Jurusan Teknik Sipil 13, no. 2 (2020): 102. http://dx.doi.org/10.33795/prokons.v13i2.202.

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The purpose of this thesis is to complements the feasibility study of flyover building which is otherwise feasible. The feasibility will be continued to flyover structure plan. The flyover located in the Intersection of Gadang Highway Malang City is planned to have a total length of 290 meters and a width of 8 meters with a bridge division of 20 meters and 30 meters.The method used to plan is LRFD (Load Resistance Factors Design) and loading based on SNI 2016. For statics analysis STAAD Pro v8i program is used. In the 30-meter span bridge girder modeling in the STAAD Pro V8i program there are

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Jyotsna and mangalg shivaraj. "A Comparative Study of Pre-Engineered and Conventional Multi-Span Industrial Building." International Journal of Innovative Technology and Exploring Engineering (IJITEE) 10, no. 1 (2020): 59–67. https://doi.org/10.35940/ijitee.L7975.1110120.

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Steel is one of the oldest construction materials and become a popular construction material in late seventeenth and eighteenth century. Environment friendly, rapid construction, easy availability and better fire rating are some of inherent advantages of steel construction. In current modern world, steel structure contributes a highest number of industrial buildings and sheds in the world building inventory. Pre-Engineered Building concept involves the steel building systems which are predesigned and prefabricated. This particular study includes the design of industrial storage structure which

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Dewangan, Risent Kumar. "Seismic Analysis of Multistorey RC Building by Using Staad.Pro V8i." INTERNATIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 05 (2025): 1–9. https://doi.org/10.55041/ijsrem47130.

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Abstract - The rapid increase in urban population has led to the vertical expansion of cities, resulting in the construction of high-rise buildings. As the height of buildings increases, their vulnerability to seismic forces also increases. In earthquake-prone regions, the structural stability of multistorey reinforced concrete (RC) buildings becomes a critical aspect of design. Seismic analysis, therefore, plays a pivotal role in ensuring that structures can withstand dynamic loads caused by earthquakes. This study focuses on the seismic analysis of a G+14 storey RC framed building using STAA

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Ranjan, Amay Kumar, and Dipali Jaiswal. "An Experimental Approach on Design Analysis of G+ 3 Multistory Building using Staad-Pro and Autocad." International Journal of Research 11, no. 3 (2024): 162–70. https://doi.org/10.5281/zenodo.10854554.

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<em>Structural planning and analysis is an art and science of designing with economy, elegance and sturdiness. Structural designing requires an in-depth structural analysis on which the planning is predicted, to compete within the ever competitive market, The use of software can save many-man hours and efforts in structural analysis and an effort was made in the present study to achieve this objective. Study deals with the planning and analysis of G+3 multi-storey building using AutoCAD and Staad-Pro software. The building consists of a parking space on the ground floor and the other three uni

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Grover, Rakesh, and Bhavesh Kumar Daharwal. "Study of Seismic Effect on High Rise Building in Two Different Position of Shear Wall using Staad Pro." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 4168–74. http://dx.doi.org/10.22214/ijraset.2023.51191.

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Abstract: India at present is fast growing economy & Population growth will increase demands of land to construct high rise structure are more advantage to provide they demands in construction industry. The present study reports the effect of earthquake on high rise building to comparison of two different seismic zone with different position of shear wall using STAAD Pro. V8i SS5 to work out effective ideal location of shear walls. G+9 high rise building in zone III & zone V is considered for the present study. Analysis of the building is conferred with some preliminary investigations,

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Mahesh, Ram Patel *. R.C. Singh2. "ANALYSIS OF A TALL STRUCTURE USING STAAD PRO PROVIDING DIFFERENT WIND INTENSITIES AS PER 875 PART-III." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 5 (2017): 218–25. https://doi.org/10.5281/zenodo.573586.

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In this research paper, the effect of wind velocity and structural response of building frame on sloping ground has been studied. Considering various frame geometries. Combination of static and wind loads are considered. For combination, 10 cases in different wind zones are analyzed. STAAD-Pro v8i software has been used for analysis purpose. Results are collected in terms of axial force, Shear force, moment, Storey-wise drift and Displacement which are critically analyzed to quantify the effects of various heights of structure.

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Et. al., A. Sharma,. "Analysis Of Steel-Rcc Composite Deck Bridge." Turkish Journal of Computer and Mathematics Education (TURCOMAT) 12, no. 4 (2021): 212–20. http://dx.doi.org/10.17762/turcomat.v12i4.497.

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: In the literature, provisions for analysis and design of steel-RCC composite deck type truss and cable-stayed bridges do not exist. A composite deck type truss bridge model is analyzed using STAAD Pro V8i software and a model with the same dimensions is tested in the laboratory. The experimental test results are used to validate the STAAD analysis results. Bottom chord strain and mid-span deflection of the composite bridge model as found from the STAAD analysis and the laboratory experiment closely tally with each other. This validates the standard STAAD analysis results. However, in t

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Al-Taie, Entidhar, Nadhir Al-Ansari, and Sven Knutsson. "Effect of Bearing Capacity on Designing Foundations in Iraq Using STAAD Pro-v8i." Engineering 06, no. 06 (2014): 292–303. http://dx.doi.org/10.4236/eng.2014.66033.

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mustafa ali, md, waseem ahmad, maqsood ali malik, fahed ahmad, and mohd ashraf. "Analysis of multi story building in different seismic zone by STAAD PRO v8i." INTERNATIONAL JOURNAL OF RECENT TRENDS IN ENGINEERING & RESEARCH 06, no. 01 (2020): 27–31. http://dx.doi.org/10.23883/ijrter.2020.6005.bwolw.

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Verma, Abhisheck, and Gagandeep. "Dynamic Analysis of Irregular Multi- Storied building using Staad pro." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012039. http://dx.doi.org/10.1088/1755-1315/1110/1/012039.

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Abstract The topic “Dynamic analysis of multistoried irregular building using Staad pro”is a topic of major concern as with industrialization and development most of the population opt for urban areas. The structural stability of a building has to be compromised in order to attain lateral loads due to earthquake and wind in concurrence to gravity loads. Hence, it is quite evident for a structure to have sufficient strength and enough stiffness to resist loads. Design and analysis nowadays are convenient as well as affordable just because of the availability of computers and specialized program

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S. S. S, Nitish, Sai Rethvika B, Joshna P, Charan Yadav B, and Surya Prakash B. "Structural Behaviour of Cable- Stayed Bridge with Different Pylons using STAAD Pro." International Journal for Research in Applied Science and Engineering Technology 11, no. 3 (2023): 1922–30. http://dx.doi.org/10.22214/ijraset.2023.49839.

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Abstract: Cable-stayed bridges were originally developed in the late 16th century but became less popular towards the end of the 20th century when suspension and reinforced concrete designs became more commonly used. However, advancements in material and methods have made them popular again in 21st century, particularly for longer -span crossings. They are suitable for spans longer than cantilever bridges but shorter than suspension bridges, and their main feature is the direct connection of cable from the tower to the deck. Cable-stayed bridges have undergone significant technical advancement

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Radake, Nikita D., and R. V. R. K. Prasad. "A Review on Comparative Study between the Pre-Engineered Building and Conventional Steel Building." International Journal for Research in Applied Science and Engineering Technology 10, no. 4 (2022): 1532–36. http://dx.doi.org/10.22214/ijraset.2022.41569.

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Abstract: In steel structure design the Pre-engineering building (PEB) system is a modern technology that provides economical, eco-friendly, and sustainable structures. The pre-Engineered Building (PEB) concept is a new conception of single-story industrial building construction. This methodology is versatile not only due to its quality pre-designing and prefabrication but also due to its lightweight and economical construction. This concept has many advantages over the Conventional Steel Building (CSB) concept of buildings with roof trusses. This paper mainly focuses on the PEB concept and CS

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Kichande, Rajendra Kumar. "Seismic Behavior of RC Multistorey Building Frame Structure with Different Plan Configuration." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 03 (2025): 1–9. https://doi.org/10.55041/ijsrem41901.

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- The world today is facing some major problems caused by nature. One of the major natural disasters is earthquakes. We never know the Direction of the attack and magnitude of the Earthquake, so it will be the challenge the science and Technology. Past few years’ research done on the various issues of Earthquake. Currently, people live in multiple buildings. In this case, when an earthquake knocks out the densely populated area, this causes a major damage. Therefore, the analysis of the earthquake is important for analysis of a safe structure for the collapse and structure design, which occurs

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Neeraj, Kumar, Bajaj Rachana, and Soni Kapil. "Pushover Analysis of Reinforced Concrete Structure Using Staad Pro." Journal of Earthquake Science and Soil Dynamics Engineering 2, no. 2 (2019): 1–9. https://doi.org/10.5281/zenodo.3383409.

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With the gigantic death toll and property saw over the most recent few decades alone in India, because of disappointment of structures brought about by tremors, consideration is presently being given to the assessment of the sufficiency of solidarity in encircled RC structures to oppose solid ground movements. A 50-year old four story (8-sound and 3-outline) strengthened solid structure has been considered in this examination, which lies in Zone II, as indicated by IS 1893:2000 characterization of seismic zones in India. Brick work infills have been considered as non-basic individuals during t

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., Ahmad, Ubaid Hussain Shah, and Kaif Khan. "Role of Importance Factor on Reinforcing Steel." International Journal for Research in Applied Science and Engineering Technology 11, no. 4 (2023): 1912–16. http://dx.doi.org/10.22214/ijraset.2023.50482.

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Abstract: Aim is to study the change in reinforcing steel (percentage change) once we change the Importance Factor during the seismic analysis of a building. Importance factor classifies various structures on the basis of value 1 or 1.5 or even more depending on the structure importance. This value is provided in the seismic analysis of a building using STAAD PRO V8i version. The current code gives the Importance Factor value as “1” in case of “general buildings” and “1.5” in case of public or we can say important buildings. It also makes important buildings as heavier sections by increasing d

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Raghunandan, Choyal, and Rahul Sharma Prof. "Structural Analysis of Multistoried Building with different soil conditions." Journal of Advanced Cement & Concrete Technology 6, no. 1 (2023): 18–24. https://doi.org/10.5281/zenodo.7683584.

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<em>According to the current version of the IS: 1893-2002, practically all multi-story buildings must be examined as three-dimensional systems. Buildings can be conceptualised as having symmetrical mass, stiffness, and layout. Using the most latest software, STAAD Pro, the research will assess and compare the seismic response of a G+15 story RCC frame structure with different soil conditions (Hard, Medium, and Soft soil) for seismic Zone IV. The structural and seismic properties of Models M1, M2, and M3 are identical, with the exception of the type of soil. The models are seismically evaluated

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Shubham, Srivastava*1 Pranav Srivastava2 &. Mohd. Zain3. "IMPACT OF BHUJ EARTHQUAKE ON G+7 BUILDING BY TIME HISTORY ANALYSIS AND COMPARE ITS RESULTS TO RESPONSE SPECTRUM METHOD." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 5, no. 7 (2018): 161–67. https://doi.org/10.5281/zenodo.1307144.

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Severe damage has been caused by medium intensities earthquakes and therefore the need of earthquake resistant design of structures. The seismic analysis can be performed by linear static analysis, nonlinear static analysis, linear dynamic analysis and nonlinear dynamic analysis. In present research, the linear dynamic response spectrum and time history analysis is adopted to evaluate the response of G+7 multi-storeyed building with open storey and infill walls. The structure is been modelled and analysed utilizing STAAD-PRO-V8i and various seismic responses of the building are being calculate

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Dhanalakshmi, Racha Konda, Dharavath Durga Bai, Dr Vvvs Murthy, and Midde Govardhan. "A COMPUTATIONAL EVALUATION OF VARIOUS BRACING TECHNIQUES FOR WINDLOADING TELECOMMUNICATION TOWERS USING STAAD PRO V8I." Journal of Nonlinear Analysis and Optimization 14, no. 01 (2023): 223–31. http://dx.doi.org/10.36893/jnao.2023.v14i1.0223-0231.

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Anjali, Raw, and Verma Ashish. "Seismic Analysis and Design of Vertically Irregular Mutistoried RC Concrete Building using Staad Pro V8i." International Journal of Trend in Scientific Research and Development 4, no. 1 (2019): 237–42. https://doi.org/10.5281/zenodo.3604777.

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This paper is concerned with the effects of a variety of vertical irregularities on the seismic response of a structure. The objective of the project is to carry out Response spectrum analysis RSA and Time history Analysis THA of vertically irregular RC building frames and to carry out the ductility based design using IS 13920 corresponding to Equivalent static study and Time history analysis. Comparison of the results of analysis and design of irregular structures with regular structure was done. The scope of the project also includes the evaluation of response of structures subjected to high

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Mahesh, Kumar Pal, and Kushwaha Nitesh. "Study on Overhead Circular Water Tank using with and with Out Center Column by Staad Pro V8I." International Journal of Trend in Scientific Research and Development 4, no. 2 (2020): 110–13. https://doi.org/10.5281/zenodo.3842979.

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Elevated water tanks models are designed using STAAD Pro. The columns are taken circular for both tanks and diameter are 300 mm and height is 15 meter. The height of water tank is 4.3 meter and diameter is 8 meter for circular water tanks. Capacity of water stored is 200KL or 200000 liter. These models are analyzed for dead load, water load and seismic load. Dead load was designed according to IS 875 1987 Part 1 and Seismic load was designed using response spectrum method for earthquake zone III of India using IS 1903 2002. For analyzing a elevated water tank one has to consider all the possib

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Mohamad, Ummu Syahirah, Nur Ilya Farhana Md Noh, Muhd Salmizi Ja'afar, et al. "Optimizing Structural Steel Bridge Design: A Study of Wind Load Analysis Using Staad Pro." Journal of Sustainable Civil Engineering and Technology 4, no. 1 (2025): 65–73. https://doi.org/10.24191/jscet.v4i1.s_000028.

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In today’s construction industry, time is often valued more than money, and advanced construction techniques are continually evolving to reduce project durations. Steel structural buildings are considered a revolutionary development in modern construction due to their quick erection process. This study aims to assist engineers in selecting the most suitable construction methods based on site conditions and structural requirements. The primary objective is to analyze the impact of load combinations and load cases on steel structures under wind pressure. Additionally, the study seeks to optimize

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B., Aparna*1 &. P. Rajesh2. "ANALYSIS AND DESIGN OF G+6 BUILDING IN DIFFERENT SEISMIC ZONES OF INDIA USING STAAD PRO." GLOBAL JOURNAL OF ENGINEERING SCIENCE AND RESEARCHES 6, no. 7 (2019): 42–54. https://doi.org/10.5281/zenodo.3345196.

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Structural planning and design is an art and science of designing with economy and elegance, serviceable and durable structure. The entire process of structural planning and designing requires not only imagination and conceptual thinking but also sound knowledge of science of structural engineering besides knowledge of practical aspects, such as relevant design codes and byelaws backed up by example experience. The process of design commence with planning of structural primarily to  meet the defined as he is not aware of various implications involved in the process of planning and design.

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Kichande, Rajendra Kumar. "Seismic Behavior of RC Multistorey Building Frame Structure with Different Plan Configuration." International Journal for Research in Applied Science and Engineering Technology 13, no. 1 (2025): 1599–604. https://doi.org/10.22214/ijraset.2025.66550.

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Today’s world facing some of the major problems causing by the nature. One of the major natural disasters is the Earthquake. We never know the Direction of the attack and magnitude of the Earthquake, so it will be the challenge the science and Technology. Past few years’ research done on the various issues of Earthquake. Now a Days people live in Multi-Story Buildings such case when Earthquake knockout the populated areas it will be cause massive loss of Damage. Hence Earthquake analysis get importance to Analysis the structure safe against the collapse and design the structure to safe against

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C P, Ansif, Aparna C, Fasna Kavungal, and Shanidh K T. "Planning Designing and Analysis of Civil Engineering Department Block at EKCTC." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 1261–65. http://dx.doi.org/10.22214/ijraset.2022.45435.

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Abstract: The project's goal is to create a civil engineering department building at the technical campus of Eranad in Manjeri. The IS codes, Kerala Panchayat Building Rules, and AICTE Building Rules are all taken into consideration when creating the design. Layout of the building or structure is always the first step in any construction project, followed by design and structural analysis. Using AutoCAD 2017, a layout plan for the proposed building is created. The building has a main floor and two further storeys. Planning is done in accordance with Indian standard code requirements. STAAD Pro

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Pammy, Barnawal, and Kushwaha Nitesh. "Modeling Analysis and Design of Intz Water Tank Considering Different Wind Speed using STAAD PRO V8I Software." International Journal of Trend in Scientific Research and Development 4, no. 2 (2020): 383–88. https://doi.org/10.5281/zenodo.3854826.

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In order to compete in the ever growing competent market it is very important for a structural Engineer to save time as well as money, as a sequel to this is an attempt made to analyze and design a INTZE water tank by using IS method and software package of staad.pro. For analyzing a INTZE water tank one has to consider all the possible loadings and see that the structure is safe against all possible loading conditions. STAAD Pro V8i is a comprehensive and integrated finite element Analysis and design offering, including a state of the art user interface, visualization tools, and international

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Burman, Aditya kumar. "Transient Effect of Random Loads on Reinforced Cement Concrete Building on RCC Building with Staad Pro. V8i." ECS Transactions 107, no. 1 (2022): 15573–85. http://dx.doi.org/10.1149/10701.15573ecst.

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Abstract. Dynamic load is one which changes with time quickly in comparison to the structure's natural frequency. If it varies quickly, the activity must be determined with a dynamic analysis. Explosive loads and impact loads are transients, or loads that are applied dynamically as one-half cycle of high amplitude. This transient load is applied only for a specific and typically short period of time in the case of blast loads typically less than one-tenth of a second. The response of the engineering structural building due to the reason of periodic load RCC building structure has been severely

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Aravind Ramesh Gaikwad and Vaibhav Shelar. "Study on non-linear analysis of arch bridges subjected to ground motion." World Journal of Advanced Engineering Technology and Sciences 9, no. 1 (2023): 211–19. http://dx.doi.org/10.30574/wjaets.2023.9.1.0161.

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Thanks to the cantilever launching technique, arch bridge building has once again become popular throughout the world. Today, these structures are one of the three main types of long-span bridges, along with suspension and cable-stayed bridges. Arch bridge structures have a complex behavior during powerful earthquakes because the arch rib is an element that is primarily susceptible to a large axial compression force brought on by dead loads. The nonlinear dynamic analysis of an arch bridge using STAAD Pro V8i software with earthquake loading is the subject of this research. Due to their easy l

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Suresh Kannan, S. "Seismic Analysis of Soft Storey Building in Earthquake Zones." IOP Conference Series: Earth and Environmental Science 1130, no. 1 (2023): 012023. http://dx.doi.org/10.1088/1755-1315/1130/1/012023.

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Abstract In this paper (G+8) building is modeled like a bare frame, a bare frame with the shear wall, and a bare frame with X bracing by changing the soft storey to different floors. The static analysis effect is determined for all three models with zone IV and zone V using Staad pro-V8i software. The main objective of the research was to assess the impact of a soft storey in various earthquake zones and by varying places of the soft storey from first to the top floor and for frames with different column shapes by seismic analyses in staad pro. The results of variable building models are obtai

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Kumar, M. Kranthi, V. Rushendra Mani, Ch Vinay Kumar, U. Divya, and B. Balakrishna. "Elevated Water Tank Design Comparison in Different Seismic Zones." International Journal of Innovative Research in Computer Science & Technology 10, no. 1 (2022): 130–35. http://dx.doi.org/10.55524/ijircst.2022.10.1.24.

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Water is maintained in tall tanks as part of the public water system. Because of a shortage of water or difficulties putting out a fire after an earthquake, the collapse of these water tanks could pose major risks to people. According to draught code Part II of IS 1893:2002, twelve raised circular and H-intake storage tanks with a combined capacity of two lakh litres each would be studied in this study. STAAD Pro V8i is used to conduct a response spectrum analysis of elevated circular and H-shaped water intake tanks in seismic zones II and V. A comparison was made between each collected value

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PROF., MUDGUNDI RAJANI D., CHAVAN ASHWINI G. PROF., and ADTE RUQAIYYA A. PROF. "ANALYSIS OF BARE FRAME AND INFILLED FRAME BUILDINGS FOR DIFFERENT SEISMIC PARAMETERS." IJIERT - International Journal of Innovations in Engineering Research and Technology NITET-18 (March 17, 2018): 4. https://doi.org/10.5281/zenodo.1451279.

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<strong>Strength an d stiffness are the main requirements for any structural building. But now a day�s bare frames are most common in the all over country. In bare frame design neglecting the masonry loads. Masonry is the most commonly used materials in the buildings. In this paper we study the behavior of bare and infilled frame for OMRF and SMRF in all seismic zones i.e. II,III,IV and V. Comparing the results of story drift and base shear. For problem formulation geometry of the structure is being considered. Variations of height,i.e. (G+4),(G+6),(G+8) & (G+10) for 4x4 bay is modeled in

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Deependra, Singh Raghuvanshi*1 Rashmi Sakalle2 &. dr. Rajeev Arya3. "ANALYSIS OF A MULTISTOREY BUILDING FRAME FOR LATERAL FORCES AT SLOPING STRATA UNDER THE EFFECT SEISMIC FORCES USING STAAD.PRO." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 9 (2017): 631–47. https://doi.org/10.5281/zenodo.996041.

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In these modern days the buildings are made to satisfy our basic aspects and better serviceability. It is not an issue to construct a building any how it is, important to construct an efficient building which will serve for many years without showing any failure. the project titled " analysis of a multistorey building frame for lateral forces at sloping strata under the effect seismic forces using staad.pro ", The spectrum analysis of a G+8 storey RCC building on varying slope angle i.e. 0<sup>o</sup>,10<sup>o</sup>,15<sup>o</sup> is used considering all the four seismic zones (ii,iii,iv,v) wi

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Ma’ruf, Amin. "Comparative Study of Direct Analysis Method and Effective Length Method on Structural Steel Piperack Using STAAD Pro V8i Software." ADRI International Journal of Engineering and Natural Science 6, no. 01 (2022): 99–107. http://dx.doi.org/10.29138/aijens.v6i01.35.

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Stability analysis is one of the most important aspects in the design of steel structures, including structural steel piperack. Based on AISC 360-16, there are two recommendation of stability analysis method, that is DM (Direct Analysis Method) and ELM (Effective Length Method). Since AISC 360-10, the DM method is used as the main method of structural stability analysis instead of the ELM method. The ELM method was not eliminated but was changed to an alternative method. The DM and ELM are two different stability analysis methods. The DM is a stability analysis based on second order elastic an

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Pramod, Verma, and Pratiksha Malviya Prof. "Exterior Beam Column Joint An Assessment." International Journal of Trend in Scientific Research and Development 3, no. 2 (2019): 1024–26. https://doi.org/10.31142/ijtsrd21589.

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In a multi storied building, the beam column joint is one of the most critical regions. Usually the beam column joint was considered as rigid frames. Various researchers over the past years indicated that the joint is not rigid. Now it is also stated that instead of the failure in beam and column, failure can also occur in joint hence joint must be considered as a structural member. The Indian standards define a joint as the portion of the column within the depth of the deepest beam that frames into the column. In framed structures the bending moment and shear forces are maximum at the junctio

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Abhishek, Kumar, and Malviya Pratiksha. "Study on Building Structures with Sloping Ground under Seismic and Wind Load Conditions." International Journal of Trend in Scientific Research and Development 2, no. 4 (2018): 788–91. https://doi.org/10.31142/ijtsrd18754.

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Analysis and design of space building frame for seismic loading and wind pressure is very essential these days because construction of high rise buildings. It is also necessary to construct an economic and more durable structure. It is possible by availability of various software and specialized programs. By using these software we can design a low weight reinforce structure which life is very good. These structures are more economical and safe by different forces acting on the building structure such as seismic load, snow load and wind pressure etc. The current work examines the structural be

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Syaidina, Alif, Vike Itteridi, and Edowinsyah. "PERENCANAAN STRUKTUR JEMBATAN RANGKA BAJA DENGAN BENTANG 62 METER TEBAT GHEBAN KOTA PAGAR ALAM." JURNAL ILMIAH BERING'S 8, no. 02 (2021): 52–60. http://dx.doi.org/10.36050/berings.v8i02.417.

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Dalam perencanaan jembatan rangka baja bentang 62 meter Tebat Gheban Kota Pagar Alam dibutuhkan perhitungan yang sangat teliti dan penuh hati-hati. Karena jembatan merupakan bangunan besar yang nantinya akan digunakan atau dilalui oleh kendaraan dan manusia. Perencanaan jembatan meliputi struktur bagian atas dan struktur bawah. Struktur bagian atas terdiri dari batang atas, bawah, tegak dan diagonal. Penelitian ini mengenai perencanaan struktur atas saja, yaitu meliputi lantai kendaraan, gelagar memanjang dan melintang, ikatan angin, batang atas, batang bawah, batang tegak, batang diagonal dan

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Sharma, Sanket P., and Prof R. M. Phuke. "Study of Structural Parameters Effect Caused by Soft Storey in Multi-Storey Building." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 6590–605. https://doi.org/10.22214/ijraset.2025.69890.

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Abstract: In the present work study is carried out for the behavior of G + 10 storied RC buildings with Rectangular shaped plan of soft storey at different levels. Floor height provided as 3.4m and also properties are defined for the irregular R.C building modelled in STAAD. Pro V8i software. Here twelve models are created in which soft storey is provided at ground, fifth and eleventh storey in all four seismic zones. From result it is found that Location of Soft storey effects seismic behavior of building in every zone from low to high seismicity. As the location of soft storey goes upper it

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Sharma, Sanket P., and Prof R. M. Phuke. "Effect of Soft Storey on Multi-storey Building." International Journal for Research in Applied Science and Engineering Technology 13, no. 4 (2025): 6576–89. https://doi.org/10.22214/ijraset.2025.69889.

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Abstract: In the present work study is carried out for the behavior of G + 10 storied RC buildings with Rectangular shaped plan of soft storey at different levels. Floor height provided as 3.4m and also properties are defined for the irregular R.C building modelled in STAAD. Pro V8i software. Here twelve models are created in which soft storey is provided at ground, fifth and eleventh storey in all four seismic zones. From result it is found that Location of Soft storey effects seismic behavior of building in every zone from low to high seismicity. As the location of soft storey goes upper it

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Ghangare, N. C., S. S. Meshram, and V. U. Wasalwar. "Optimal placement of shear wall in multistorey buildings on sloping ground." IOP Conference Series: Earth and Environmental Science 1409, no. 1 (2024): 012035. http://dx.doi.org/10.1088/1755-1315/1409/1/012035.

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Abstract High-rise buildings most frequently use shear wall systems as one of their lateral load-resisting techniques. The great plane stiffness and strength of shear walls allow them to withstand significant horizontal loads and gravity stresses, making them particularly valuable in many structural engineering applications. The main objective of this research project is to identify the optimal position for shear walls in multistorey buildings with sloping terrain. A ten-story RCC building located in a zone IV seismically active location and slopes. An earthquake load is calculated using the c

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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 c

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Dharamraj, Shrivas, Kapil Soni Prof., and Sharad Kumar Soni Dr. "STUDY OF SEISMIC PERFORMANCE OF OPEN GROUND STOREY BUILDING STRENGTHENED WITH REINFORCED CONCRETE SHEAR WALL." International Journal For Technological Research In Engineering 9, no. 11 (2022): 17–22. https://doi.org/10.5281/zenodo.6883906.

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The idea of open ground storey (OGS) building has been introduced mainly because of the need for parking in urban localities. Due to the special feature of providing parking facility in the ground storey of this building, a large number of open ground storey buildings have been built and accommodated especially for residential purposes throughout the different cities of the country. Shear wall has high in plane stiffness and strength which can be used to simultaneously resist large horizontal loads and support gravity loads. To improve the seismic performance of open storey building an attempt

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Yadav, Jitendra Singh, and Sushas S. Babu. "Analysis of Aqueducts Subjected to Hydrostatic and Dynamic Loads Using 3D - Solid Modeling." Journal of Building Materials and Structures 7, no. 2 (2020): 140–58. http://dx.doi.org/10.34118/jbms.v7i2.766.

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In many areas of developing countries, the access to fresh water is limited even today. Aqueducts are the major structures in water supply and diversion schemes when carrying the water over natural and artificial obstacles such as valleys, rivers, roads, railway lines, canals etc. During an earthquake, the effect of water sloshing on the walls of aqueduct and the resulting hydrodynamic forces is often neglected. In this study, the analysis is carried out for a single span elevated aqueduct using finite element analysis, in which the structure is discretized into smaller elements. The structure

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Jadhav, Anuja Keshav. "A Review on Analysis and Design of Transmission Tower." International Journal for Research in Applied Science and Engineering Technology 10, no. 1 (2022): 1475–78. http://dx.doi.org/10.22214/ijraset.2022.40078.

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Abstract: The structural planning and design process involves not just imagination and intellectual thinking, but also a thorough understanding of structural engineering science, as well as practical knowledge of modern design codes and bye laws, as well as a wealth of experience, intuition, and judgement. The goal of standards is to ensure and improve the safety of people and the environment. Tower is a steel structure developed by maintaining a delicate balance between economics and security. The transmission tower, in particular in order to establish a comfortable environment, the first thi

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Venkatraman, G., V. Vanathi, S. Veeraraghavan, and K. Sornamugi. "Effect of outrigger-belt truss system on the storey drift and maximum displacement of high-rise building." IOP Conference Series: Materials Science and Engineering 1258, no. 1 (2022): 012065. http://dx.doi.org/10.1088/1757-899x/1258/1/012065.

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High-rise structures are becoming more common around the world, posing new challenges that necessitate ongoing technological foresight. When a structure’s height rises, it’s anticipated to have a lateral load-resisting system other than shear walls in place to negate the effect of lateral loads. However, advances in structural design and engineering have enabled building systems to withstand lateral forces such as wind and seismic stresses. There are numerous structural solutions tailored to resist lateral forces in the structure without adding to the plan area of the building to stabilize it

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Jitendra, Singh Yadav, and S. Babu Suhas. "Analysis of Aqueducts Subjected to Hydrostatic and Dynamic Loads Using 3D - Solid Modeling." Journal of Building Materials and Structures 7, no. 2 (2020): 140–58. https://doi.org/10.5281/zenodo.4020179.

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<strong>Abstract. </strong>In many areas of developing countries, the access to fresh water is limited even today. Aqueducts are the major structures in water supply and diversion schemes when carrying the water over natural and artificial obstacles such as valleys, rivers, roads, railway lines, canals etc. During an earthquake, the effect of water sloshing on the walls of aqueduct and the resulting hydrodynamic forces is often neglected. In this study, the analysis is carried out for a single span elevated aqueduct using finite element analysis, in which the structure is discretized into smal

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Satyannavar, Niranjan B. "Design and Analysis of Prestressed Shell Roof Structures." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 1117–27. http://dx.doi.org/10.22214/ijraset.2022.45464.

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Abstract: In this paper, pre-stressed precast substantial Shell roof structures is proposed as an option in contrast to customary roof structures. plan of shell roof top utilizing supported concrete is extremely challenging. To oppose the high strain in base harmony, the substantial support should be pre-stressed. Here, the displaying of various setups of prestressed precast substantial shell roof structures is finished utilizing Staadpro v8i programming by changing its mathematical boundaries, for example, shapes, slant, length and dispersing of the support and investigation and streamlining

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