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Artykuły w czasopismach na temat „LOAD-RESISTING SYSTEM”

Autor: Grafiati

Data publikacji: 11 września 2023

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1

Hashemi, Ashkan, Pouyan Zarnani, Reza Masoudnia, and Pierre Quenneville. "Seismic resilient lateral load resisting system for timber structures." Construction and Building Materials 149 (September 2017): 432–43. http://dx.doi.org/10.1016/j.conbuildmat.2017.05.112.

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Kumar N, Sharath. "Study on Dynamic analysis of Diagrid and Outrigger Structures Subjected to Seismic and Wind Load." International Journal for Research in Applied Science and Engineering Technology 9, no. VII (2021): 2813–28. http://dx.doi.org/10.22214/ijraset.2021.36975.

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A Comparative study of G+30 story regular, diagrid, outrigger structure is presented. A square shaped floor plan of 18 m × 18m size was considered. ETABS 2016 was used in modeling and analysis of structural members. All structural members were designed as per IS 456:2000, load combinations such as dead load, live load, earthquake and wind loads were considered for analysis and design of the structure. Later Regular, Diagrid and outrigger structural systems were compared; the key results like Base shear, story displacement and story drift are obtained. It is found that diagrid system is efficie

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3

Ria Mathews, Mobi, Jerin M. George, Binu M. Issac, and Deepa Davis. "A Study on the Seismic Performance of Hexagrid System with Different Patterns." Applied Mechanics and Materials 857 (November 2016): 30–35. http://dx.doi.org/10.4028/www.scientific.net/amm.857.30.

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Multi‐storied building construction is increasing rapidly throughout the world. Tall buildings more effectively utilize land compared to low rise building. As the height of building increases the importance of lateral load resisting system becomes more relevant than gravity load resisting structural system. Many structural systems are recently introduced to improve the structural performance of tall buildings. Hexagrid system is one among them. Hexagrid system consists of multiple hexagonal grids at the exterior perimeter of the building. It resists both lateral loads and gravity loads by axia

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4

Fruchter, Renate, Helmut Krawinkler, and Kincho H. Law. "Qualitative modeling and analysis of lateral load resistance in frames." Artificial Intelligence for Engineering Design, Analysis and Manufacturing 7, no. 4 (1993): 239–56. http://dx.doi.org/10.1017/s0890060400000342.

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This paper discusses a work in progress in the development of computer tools for qualitative modeling analysis and evaluation of conceptual structural designs. In the conceptual design stage the description of a structure is incomplete and imprecise, and does not permit the use of traditional numerical analysis tools. We describe a prototype system, QLRS, for qualitative evaluation of lateral load resistance in frames. The primary goal of the evaluation of structural response is to identify undesirable structural behavior. In QLRS, the evaluation process consists of three basic tasks. (1) iden

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5

Kiani, Yasaman Memarzadeh, Seyed Hossein Hosseini Lavassani, and Afshin Meshkat-Dini. "Seismic assessment of nature-inspired hexagrid lateral load-resisting system." Earthquake Engineering and Engineering Vibration 20, no. 3 (2021): 661–72. http://dx.doi.org/10.1007/s11803-021-2045-4.

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Charleson, A. W. "Vertical lateral load resisting elements for low to medium rise buildings." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 3 (1993): 356–66. http://dx.doi.org/10.5459/bnzsee.26.3.356-366.

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This paper describes the development of a computer program for architects to provide guidance on wind and earthquake vertical lateral load resisting structure. The program, akin to an expert system, is suitable for designing low to medium-rise buildings in New Zealand at a preliminary design stage. Examples of design guides, providing more general lateral load resisting structural information for commonly used structural systems and materials, appropriate to a preliminary design stage, are also presented. Application of the program to the seismic design of a four storey reinforced concrete bui

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7

Pokharel, Tilak, Helen Goldsworthy, and Emad Gad. "Low Damage Moment Resisting Connection Using Blind Bolts." Key Engineering Materials 763 (February 2018): 189–96. http://dx.doi.org/10.4028/www.scientific.net/kem.763.189.

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Concrete Filled Steel Tubes (CFSTs) are being used as columns in moment resisting frames in many parts of the world. Because of their aesthetic appearance, favourable ductility and large load bearing capacity, they are popular with architects and engineers. The use of CFSTs is limited in some countries (like Australia) due to the problems and cost associated with the connection of steel beams to the closed column section, unlike open H-shaped columns where ordinary structural bolts can be used. In this paper, a structural system is proposed which uses moment resisting frames as the lateral loa

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8

Jaiswal, Rishav, and Ankit Mahajan. "Comparative analysis of building with shear wall & diagrid structure." IOP Conference Series: Earth and Environmental Science 1110, no. 1 (2023): 012033. http://dx.doi.org/10.1088/1755-1315/1110/1/012033.

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Abstract The rapid growth of urban population, the lack of spaces in the cities and the high cost of land have already forced the developers to focus on the high-rise buildings. As the height of the building increases, the lateral load resistant system become more important than gravity load resistant system. That’s why it is important to define lateral load resistant system in high rise buildings. So the lateral load resistant systems such as shear wall and diagrid are introduced since they are better in terms of cost, aesthetic and performance. However, the diagrid structural system has beco

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9

Altouhami, Rasheed, David Yeoh, Lovein Soon Hong, Hassan Ali, and Ashraf Radwan. "The Affectivity of Various Wind Condition and Shear Wall Opening in Multi-Story Building on Displacement by Changing Shear Wall Location and its Configuration." Advanced Engineering Forum 30 (November 2018): 71–79. http://dx.doi.org/10.4028/www.scientific.net/aef.30.71.

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Shear wall system is used as one of the most lateral load resisting systems in mulit-story building. Shear wall is quite effective in resisting wind and seismic load in medium-rise and high-rise building. Shear wall provided high stiffness and strength, which can be used to resist large lateral as well as vertical load, making the performance of the building beneficial in various wind load conditions. This study has been focused on the displacement of the different lateral load resisting system for high-rise buildings under various wind load conditions. In this paper, a study was carried out b

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10

Tumialan, J. Gustavo, Stan W. Zagajeski, Nestore Galati, and Matthew R. Sherman. "Evaluation of the Lateral Load-Resisting System of a Stadium Structure." Journal of Performance of Constructed Facilities 26, no. 4 (2012): 364–70. http://dx.doi.org/10.1061/(asce)cf.1943-5509.0000217.

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11

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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12

Lee, K. S., and Chang Sik Choi. "Seismic Capacity Requirements for Low-Rise Reinforced Concrete Buildings Comprised of Members Failing in Shear and in Flexure." Key Engineering Materials 324-325 (November 2006): 1289–92. http://dx.doi.org/10.4028/www.scientific.net/kem.324-325.1289.

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This paper presents a method for determining required shear and flexural strengths associated with structural damage states for various levels of earthquake demand of low-rise RC buildings having a dual lateral-load resisting system. The interaction curves of the required strengths are derived for various ductility ratios based on nonlinear dynamic analyses of the singledegree- of-freedom system. Damage states of buildings controlled by both shear and flexure are evaluated by the procedure outlined by the Japanese Standard. The proposed method predicts reasonably well damage sustained by actua

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13

Rezaeian, Hooman, George Charles Clifton, and James B. P. Lim. "Compatibility Forces in Floor Diaphragms of Steel Braced Multi-Story Buildings." Key Engineering Materials 763 (February 2018): 310–19. http://dx.doi.org/10.4028/www.scientific.net/kem.763.310.

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Floors have a key role in the seismic behaviour of structures, especially in multi-story buildings. The in-plane behaviour of a floor system influences the seismic response of the structure significantly and affects the distribution of lateral forces between seismic resisting systems and over the height of the structure. In buildings where the seismic resisting systems are in the same location in plan on each floor over the height of the building, inertial and displacement compatibility shear forces are the principal shear forces generated at the interface between the floor system and the seis

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14

Devi, G. Nandini, K. Subramanian, and A. R. Santhakumar. "Reversed Cyclic Lateral Load Effects on Multistorey R.C. Shear Wall � An Effective Lateral Load Resisting System." i-manager's Journal on Future Engineering and Technology 3, no. 4 (2008): 51–61. http://dx.doi.org/10.26634/jfet.3.4.607.

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15

Veladi, H., and H. Najafi. "Effect of Standard No. 2800 Rules for Moment Resisting Frames on the Elastic and Inelastic Behavior of Dual Steel Systems." Engineering, Technology & Applied Science Research 7, no. 6 (2017): 2139–46. http://dx.doi.org/10.48084/etasr.1040.

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According to most valid Design Codes including the Iranian Seismic Design Code (Standard No. 2800), moment resisting frames in dual systems must have the ability of resisting the 25% of the total lateral load of the dual system independently. This study is conducted to investigate the implementation of this rule for dual steel structures with two types of steel braced frame. Also, its effect on the strength of the structure and the distribution of lateral load between the frames and the bracing system is evaluated. In order to investigate the effect of that rule, structural models with 5, 10 a

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16

L, Subhashini. "Seismic Analysis of Multistorey Floating Column Building with Lateral Load Resisting System." International Journal for Research in Applied Science and Engineering Technology 10, no. 7 (2022): 922–29. http://dx.doi.org/10.22214/ijraset.2022.45386.

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Abstract: The primary object of the review is to know the way behaving of multistory building with floating column as for the shear wall and bracings under seismic power for various zone i.e zone 3, zone 4, zone 5. The review is done for G+7 building utilizing ETABS programming. Contrasting the outcome got in various cases and closing which kind of system provides more effectiveness

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17

Dudhe, Yogesh. "Comparative Analysis of Different Lateral Load Resisting System for High Rise Building." International Journal for Research in Applied Science and Engineering Technology 8, no. 6 (2020): 1571–77. http://dx.doi.org/10.22214/ijraset.2020.6255.

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18

Gur, Turel, AliCihan Pay, Julio A. Ramirez, et al. "Performance of School Buildings in Turkey During the 1999 Düzce and the 2003 Bingöl Earthquakes." Earthquake Spectra 25, no. 2 (2009): 239–56. http://dx.doi.org/10.1193/1.3089367.

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Several school buildings were surveyed in the disaster areas of the Marmara (17 August 1999, [Formula: see text]), Düzce (12 November 1999, [Formula: see text]), and Bingöl (1 May 2003, [Formula: see text]) earthquakes in Turkey. Among them, 21 reinforced concrete buildings were found to have an identical floor plan. Lateral load resisting structural system consisted of reinforced concrete frames (moment-resisting frame) in 16 of the buildings and structural concrete walls integrated with the moment-resisting frame (dual system) in the remaining five buildings. The number of stories above grou

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19

Abd. Samat, Roslida, Fong Teng Chua, Nur Akmal Hayati Mohd Mustakim, Sariffuddin Saad, and Suhaimi Abu Bakar. "Lateral Displacement and Shear Lag Effect of Combination of Diagrid-Frame." E3S Web of Conferences 34 (2018): 01009. http://dx.doi.org/10.1051/e3sconf/20183401009.

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Diagrid system, which is the portmanteau of diagonal grid member, is an exterior lateral load resisting system for tall building that has gained a wide acceptance in the design of tall buildings. There is abundance of researches that studied the efficiency of diagrid systems, which are constructed from the ground level to the top of the buildings in resisting the lateral load. Nevertheless, no study had been performed on the effectiveness of the diagrid that is constructed above other tall building systems despite the existence of a few buildings in the world that employ such system. The objec

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20

Dat, Bui Thanh, Alexander Traykov, and Marina Traykova. "Shear-lag effect and its effect on the design of high-rise buildings." E3S Web of Conferences 33 (2018): 02001. http://dx.doi.org/10.1051/e3sconf/20183302001.

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For super high-rise buildings, the analysis and selection of suitable structural solutions are very important. The structure has not only to carry the gravity loads (self-weight, live load, etc.), but also to resist lateral loads (wind and earthquake loads). As the buildings become taller, the demand on different structural systems dramatically increases. The article considers the division of the structural systems of tall buildings into two main categories - interior structures for which the major part of the lateral load resisting system is located within the interior of the building, and ex

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21

Kim, Seonwoong. "Seismic performance evaluation of high-rise steel buildings dependent on wind exposures." Advances in Mechanical Engineering 11, no. 3 (2019): 168781401983511. http://dx.doi.org/10.1177/1687814019835111.

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The lateral load-resisting system of high-rise buildings in regions of low and moderate seismicity and strong wind such as the typhoon in the Korean peninsula considers the wind load as the governed lateral force so that the practical structural engineer tends to skip the evaluation against the seismic load. This study is to investigate wind-designed steel diagrid buildings located in these regions and check the possibility of the elastic design of them out. To this end, first, the diagrid high-rise buildings were designed to satisfy the wind serviceability criteria specified in KBC 2016. Then

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22

Biddah, Aiman, and Arthur C. Heidebrecht. "Seismic Performance of Moment-Resisting Steel Frame Structures Designed for Different Levels of Seismic Hazard." Earthquake Spectra 14, no. 4 (1998): 597–627. http://dx.doi.org/10.1193/1.1586018.

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A large number of low and medium-rise buildings have moment-resisting steel frames as the primary lateral load resisting system. This type of structural system has been considered to be one of the most effective means for resisting strong seismic ground motions. This paper presents the results of an investigation into the performance which can be expected when code designed ductile moment-resisting steel frame buildings having ductile connections, designed for different seismic hazard levels, are subjected to excitation by strong seismic ground motions. Design variations at different seismic h

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23

H. Maneetes and A. M. Memari. "Finite Element Modeling of Reinforced Concrete Cladding Panels H." Electronic Journal of Structural Engineering 9 (June 1, 2009): 62–72. http://dx.doi.org/10.56748/ejse.9118.

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Architectural precast concrete cladding systems are considered non-load bearing wall systems and are designed primarily to transfer their self-weight and out-of-plane lateral loads to the supporting building structure. They are typically not designed for significant structural in-plane forces resulting from cladding-structure interaction. In fact, modern earthquake-resistant design requires that these cladding panels be isolated from the lateral force-resisting system. Finite element technique was employed to study precast concrete panels and special modeling strategies were developed for pane

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Shehata, Emile, and Aftab Mufti. "Development of a glass-fiber-reinforced-polymer bridge deck system." Canadian Journal of Civil Engineering 34, no. 3 (2007): 453–62. http://dx.doi.org/10.1139/l06-129.

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Development of an efficient and durable bridge deck system is a priority for most highway departments worldwide. This paper summarizes the results of an experimental program designed to study the behaviour of innovative glass-fiber-reinforced-polymer (GFRP) bridge deck modules and their transverse connection. The deck consisted of a number of triangular filament-wound tubes bonded with epoxy resin. Pultruded GFRP laminates were adhered to the top and bottom of the tubes to create one modular unit. The experimental program described in this paper discusses the evolution of the last two generati

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M. Mehta, Janakkumar, and Hitesh K. Dhameliya. "Comparative Study on Lateral Load Resisting System in High-Rise Building using ETABS." International Journal of Engineering Trends and Technology 47, no. 2 (2017): 115–17. http://dx.doi.org/10.14445/22315381/ijett-v47p219.

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Papageorgiou, Apostolos S., and Bing-Chang Lin. "Influence of lateral-load-resisting system on the earthquake response of structures—a system identification study." Earthquake Engineering & Structural Dynamics 18, no. 6 (1989): 799–814. http://dx.doi.org/10.1002/eqe.4290180605.

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Agrawal, Payal, and Mahesh Ram Patel. "Analysis of Steel Plate Shear Wall System Using Finite Element Analysis: A Review." International Journal for Research in Applied Science and Engineering Technology 10, no. 11 (2022): 1971–73. http://dx.doi.org/10.22214/ijraset.2022.47666.

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Abstract: The shear walls are lateral load resisting system used in high rise buildings located in earthquake prone zone. The current research reviews various researches conducted in improving shear behaviour of high rise building using shear walls. These researches are conducted using both experimental and numerical techniques. The analytical equation evaluating deformation and shear stress on shear wall is also presented.

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28

Georgantzia, Evangelia, Themistoklis Nikolaidis, Konstantinos Katakalos, Katerina Tsikaloudaki, and Theodoros Iliadis. "Dynamic Performance Analysis by Laboratory Tests of a Sustainable Prefabricated Composite Structural Wall System." Energies 15, no. 9 (2022): 3458. http://dx.doi.org/10.3390/en15093458.

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In recent decades, steel frames infilled with precast load-bearing walls have been successfully employed as lateral load-resisting structural systems in high-rise buildings. This is due to their structural efficiency as outer and major inner facades and to the higher construction speed of the building. This paper presents a detailed experimental investigation of a sustainable, prefabricated, composite structural wall system, using a representative test model named the Precast Concrete Steel Panel-Infilled Steel Frame (PCSP-ISF) in full-scale dimensions and subjected to in-plane cyclic loading.

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He, Yong Jun, Xu Hong Zhou, and Cheng Chao Yang. "The Alternation Story-Height Truss Lateral-Load-Resisting System and its Simplified Analytical Method." Applied Mechanics and Materials 166-169 (May 2012): 543–47. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.543.

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Based on the characteristics of 3D parking, a new type of 3D parking structure with alternation story-height truss lateral-load-resisting system is proposed in this paper. By adoption of the assumption of inflection point, a simplified analytical method for this system under horizontal load is studied and the formulas for internal forces of it are derived. The numerical example indicates that the error of the results calculated by the presented formulas does not exceed 5% in comparison with those by finite element method. Therefore, the method and its related formulas are feasible for prelimin

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Mohammadi, Sajjad, Abd-ol-Reza Sarvghad Moghaddam, and Alireza Faroughi. "The effect of number and position of braced frames on column behavior of the dual steel structural system (MRF and EBF) (With a view on amplified seismic load)." Ciência e Natura 37 (December 21, 2015): 277. http://dx.doi.org/10.5902/2179460x20858.

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In seismic design of structures, determination of number and position of braced frames, considering the architectural scheme of projects, is usually confronted by obstacles. Due to this fact, in some cases, selecting the best location and number of braced bays has led to mistakes in determination of their adjacent members (columns) design loads. One of the seismic design requirements of lateral resisting system is to control the columns adjacent to braced bays for load combinations of amplified seismic load, which is a function of over-strength factor of the structure. This research aims to pr

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Hoq, S. M. Ashfaqul, and Johnn P. Judd. "Comparison of Wind Tunnel Test Data for Low-Rise Buildings with Main Wind Force Resisting System Design Procedures." Buildings 11, no. 8 (2021): 342. http://dx.doi.org/10.3390/buildings11080342.

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The adequacy of the directional and envelope procedures for the design of the main wind force resisting system is not well understood. The purpose of this study is to evaluate the directional and envelope procedures based on wind tunnel test data for a set of low-rise enclosed buildings with gable-shaped roofs in open terrain (Exposure C). The base shear force and the conditional reliability index are used to determine the adequacy of the procedures. The base shear was compared to the design base shear in each direction based on the horizontal component of the wind load on the wall and roof. T

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Sofi, Massoud, Elisa Lumantarna, Colin Duffield, and Priyan Mendis. "Effects of Interior Partition Walls on Natural Period of High Rise Buildings." International Journal of Structural Stability and Dynamics 17, no. 06 (2017): 1771006. http://dx.doi.org/10.1142/s0219455417710067.

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In regions of low to moderate seismicity, serviceability limits states such as inter-story drift under wind load govern the design of the lateral load resisting structural systems of high rise buildings. The key objective in this regard is to provide adequate lateral stiffness to control lateral deflections and inter-story drifts. Current design practice assumes that the structural system alone provides lateral resistance against wind, the dominant load considered for countries like Australia. The contribution of nonstructural components (NSCs) such as interior partition walls on lateral stiff

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Elewa, Mohamed. "EFFICIENCY OF CONCRETE DIAGRID COMPARED TO CONCRETE FRAMED TUBE AS LATERAL LOAD RESISTING SYSTEM." Journal of Al-Azhar University Engineering Sector 15, no. 55 (2020): 614–30. http://dx.doi.org/10.21608/auej.2020.87867.

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Tsarpalis, P., K. Bakalis, P. Thanopoulos, I. Vayas, and D. Vamvatsikos. "Pre-normative assessment of behaviour factor for lateral load resisting system FUSEIS pin-link." Bulletin of Earthquake Engineering 18, no. 6 (2020): 2681–98. http://dx.doi.org/10.1007/s10518-020-00799-y.

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Jain, A. K., R. G. Redwood, and Feng Lu. "Seismic response of concentrically braced dual steel frames." Canadian Journal of Civil Engineering 20, no. 4 (1993): 672–87. http://dx.doi.org/10.1139/l93-084.

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Concentrically braced steel frames are one of the most commonly used structural systems because of their structural efficiency, simplicity to analyze and design, and ease of construction and repair. Canadian design codes provide specifications for their design under seismic loading based on the large amount of knowledge related to their seismic response accumulated over the past two decades. This paper examines the impact of a dual system with a moment resisting frame acting in parallel with the concentrically braced frame. Four different frames were designed in accordance with the National Bu

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Soni, Pranava, and Dr Rajeev Chandak. "Diagrid Based Multistorey Building Design and Durability Forecasting." International Journal for Research in Applied Science and Engineering Technology 10, no. 8 (2022): 1280–85. http://dx.doi.org/10.22214/ijraset.2022.46413.

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Abstract: The taller and higher structures results in the effects of lateral loading, lateral loads dominates when the height of building increases, lateral loads such as earthquake, wind causes the building larger displacement, to avoid larger displacement in high rise buildings lateral load resisting systems are deployed. Apart from other structural system, the diagrid and hexagrid system are adopted to improve structural performance of tall buildings. The various types of structural system in tall buildings have become obsolete and the new structural skeletons such as hexagrid and diagrid a

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Saragih, Deardo Samuel, Novdin Manoktong Sianturi, Virgo Erlando Purba, and Dermina Roni Santika Damanik. "The Potential Of Steel Wire As A Binder With Plates To Withstand Loads." TEKNIK 41, no. 3 (2020): 219–24. http://dx.doi.org/10.14710/teknik.v41i3.29936.

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Road and bridge construction needs to be supported by a strong system, both in terms of material and connections between structural elements. A pile reinforcement connection system with slab support construction on it needs to be considered to work together in carrying the load. Therefore, research is needed to determine how much effect the steel wire has as a binding pile with a plate in resisting uniform loads on it. This research was conducted by testing the model in a laboratory on a test medium that was reinforced with the pile with the slab system. Pile joints are distinguished bound per

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Pascua, Marie Claire Litonjua, Richard Henry, and Charlotte Toma. "Review of recently constructed concrete wall-steel frame hybrid buildings." Bulletin of the New Zealand Society for Earthquake Engineering 56, no. 2 (2023): 91–103. http://dx.doi.org/10.5459/bnzsee.1602.

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Around New Zealand there has been an increasing trend of ‘hybrid’ multi-storey buildings that combine reinforced concrete walls with structural steel framing systems. This study aims to characterise and understand this type of building, focusing on buildings constructed in Auckland and Christchurch from 2014 onwards. Drawings from a total of 50 buildings were reviewed, and their structural features were documented, including building use, building height, lateral load resisting system, ductility, wall configuration, wall construction method, steel framing system and suspended floor system. Mee

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Susanto, Sita Ramandhani Arumsari, and Koespiadi Koespiadi. "STRUCTURAL ANALYSIS OF APARTMENT BUILDING WITH SPECIAL RESISTING FRAME SYSTEM." IJEEIT : International Journal of Electrical Engineering and Information Technology 2, no. 1 (2020): 9–15. http://dx.doi.org/10.29138/ijeeit.v2i1.1147.

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Indonesia has a high earthquake risk, therefore several buildings in Indonesia are designed with seismic retention systems where the column structure is designed to be stronger than the beam. The calculation of apartment building structure in this final design is based on SNI 1726:2012 and SNI 2847:2013. The method used in this calculation is the Special Moment Resisting Frame System (SMRFS) because the building area is included in the category of E seismic design which is a type of soft soil. The Special Moment Resisting Frame System is designed so that the building has more strength to withs

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Dongare, Trupti, and Preeti Kulkarni. "Response Reduction Factor for Lateral Load Resisting Frames with Vertical Discontinuity of Asymmetrical Structure." IOP Conference Series: Materials Science and Engineering 1197, no. 1 (2021): 012005. http://dx.doi.org/10.1088/1757-899x/1197/1/012005.

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Abstract In recent times, the RC building construction with vertical discontinuity that is floating column structures are unavoidable feature and increases trends day by day. To reduce lateral forces the earthquake resistance structures are designed so the response reduction factor (R) is used to determine these lateral forces by using base shear values. The R factor depends upon the overstrength factor, ductility factor, redundancy factor also the sizes of columns, types of soil, zones and load transferring path, etc. The IS code provides response reduction factor only for OMRF and SMRF along

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Alimohammadi, Hossein, Keyvan Yashmi Dastjerdi, and Mohammadali Loftollahi Yaghin. "The Study of Progressive Collapse in Dual Systems." Civil and Environmental Engineering 16, no. 1 (2020): 79–85. http://dx.doi.org/10.2478/cee-2020-0009.

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AbstractThroughout this paper, the progressive collapse of steel structure with dual system is studied by considering the removing column scenario. Due to this objective, two lateral load resisting systems are modeled in ABAQUS software with omitting various columns, and the performance of systems against progressive collapse are compared with each other. The results of performed finite element simulations represent that whenever a structure is experiencing an unusual external load such as collision of a vehicle, the most critical columns are those placed at the nearest external frame of the s

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42

Ohi, Kenichi, and Jae Hyouk Choi. "An Adaptive Loading Test on Collapse Mechanism Formation of Multi-Story Steel Frames Subjected to Uncertain Lateral Load Pattern." Key Engineering Materials 345-346 (August 2007): 1169–72. http://dx.doi.org/10.4028/www.scientific.net/kem.345-346.1169.

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An adaptive loading system is developed to examine a design point of multi-story steel test frames subjected to uncertain load pattern. Lateral loads are given as a random combination of basic load patterns, and the system drives a test frame to the most likely failure situation. Two-story steel moment resisting frames are tested considering a failure mechanism formation of plastic collapse as a tentative limit state. A random 2-dof lateral force is given by a random combination of two basic load patterns, which are arranged to represent elastic earthquake load effects. Hybrid design point sea

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Alanani, Magdy, and Ahmed Elshaer. "ANN-based optimization framework for the design of wind load resisting system of tall buildings." Engineering Structures 285 (June 2023): 116032. http://dx.doi.org/10.1016/j.engstruct.2023.116032.

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Gholizadeh, M., and Y. Yadollahi. "Comparing Steel Plate Shear Wall Behavior with Simple and Corrugated Plates." Applied Mechanics and Materials 147 (December 2011): 80–85. http://dx.doi.org/10.4028/www.scientific.net/amm.147.80.

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Experimental and numerical studies conducted in the past three decades have demonstrated that a steel plate shear wall is an effective and economical lateral load resisting system against both wind and earthquake forces. The system consists of infill steel plates connected to boundary beams and columns over the full height of the framed bay. The infill plates can be stiffened or unstiffened and the beam-to-column connections can be rigid or shear connections. A properly designed steel plate shear wall has superior ductility, high initial stiffness, stable hysteresis loops, and good energy abso

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Pszczółkowski, Józef. "Electrical features of the engine starting system." AUTOBUSY – Technika, Eksploatacja, Systemy Transportowe 19, no. 6 (2018): 655–60. http://dx.doi.org/10.24136/atest.2018.151.

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The article describes the electrical properties of the engine starting system, that is the acid battery and the electric starter. The dependencies of battery voltage on independent variables affecting them, i.e. capacity, current, temperature or charge status, are discussed. The principles of operation of the battery and electric starter were described and its characteristics were presented, taking into account the properties of the load in the form of a resisting torque and being a source of battery energy. The possibilities of describing the characteristics of the starting system and determi

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Sarhan, Osamah, and Mahdy Raslan. "Study of the elastic stiffness factor of steel structures with different lateral load resisting systems." International Journal of Advanced Engineering, Sciences and Applications 1, no. 2 (2020): 6–11. http://dx.doi.org/10.47346/ijaesa.v1i2.26.

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Steel structures, like other types of structures, are exposed to different types of loads, including lateral loads such as earthquake and wind. To resist such loading, lateral stiffness has a significant role. In this paper, the elastic stiffness factor (K) for different models of steel structure with various bracing systems and different parameters are compared. The comparison has been performed by analysing and studying the formation of plastic hinges applying the pushover analysis. The results illustrate that the increase in the number of stories reduces the K value, while the increase of s

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Dahal, P., T. Powell, and C. Mullen. "Hazard-Independent Stability Sensitivity Study of Steel and RC Frame Structures." Journal of Civil Engineering and Construction 8, no. 2 (2019): 63–69. http://dx.doi.org/10.32732/jcec.2019.8.2.63.

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Structural stability relates directly to the robustness of the system even against the abnormally large load or an unexpected event which might cause perturbation- changes from the normal state of the structural system- from significant damage. This study aims to examine the sensitivity of frame systems (primarily steel moment resisting frame systems) to the initial damage and second-order geometric effects, that may arise as a result of the design load and abnormally large load coming from the unexpected event. Incremental analysis is used to track the development of second-order effects. Pla

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Wang, Wei, Xin Long Du, Yun Feng Zhang, Gong Ling Chu, and Yi Yi Chen. "Full-Scale Cyclic Testing of Self-Centering Modular Panels for Seismic Resilient Structures." Key Engineering Materials 763 (February 2018): 339–46. http://dx.doi.org/10.4028/www.scientific.net/kem.763.339.

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This paper presents a new seismic load-resisting system termed self-centering modular panel (SCMP) which provides lateral stiffness and self-centering stiffness for tension-only concentrically braced beam-through frames (TOCBBTFs). The SCMP is a posttensioned (PT) steel moment resisting frame, which consists of horizontal boundary elements (HBEs), vertical boundary elements (VBEs) and PT strands. The self-centering stiffness is provided by the PT HBE-to-VBE connections. Specimens of original TOCBBTF and TOCBBTF with SCMP were tested to investigate the function of the SCMP. The test results sho

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Mohamed, Osama, and Rania Khattab. "Assessment of Progressive Collapse Resistance of Steel Structures with Moment Resisting Frames." Buildings 9, no. 1 (2019): 19. http://dx.doi.org/10.3390/buildings9010019.

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This paper evaluates the practice of using moment connections in the perimeter of the structural system and shear connections within the interior connections of the three-dimensional structural system from the perspective of resistance to progressive collapse. The enhanced resistance to progressive collapse associated with using moment resisting connections at the perimeter as well as internal to the three-dimensional system is assessed. Progressive collapse occurrence and system resistance are determined using the alternate path method which presumes a primary load carrying-member is notional

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Tso, W. K., and C. M. Wong. "An evaluation of the New Zealand code torsional provision." Bulletin of the New Zealand Society for Earthquake Engineering 26, no. 2 (1993): 194–207. http://dx.doi.org/10.5459/bnzsee.26.2.194-207.

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This study evaluates the New Zealand torsional provision in the 1984 and 1992 editions of the New Zealand loading code (NZS 4203) based on the inelastic responses of a single mass model having lateral load resisting elements in two orthogonal directions and subjected to bidirectional base excitations. It is shown that for systems having torsional stiffnesses that exceed a minimum value, the provision in NZS 4203:1984 will restrict the ductility demands on the resisting elements no more than those of a similar but torsionally balanced system. This minimum torsional stiffness depends on the stru

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