Mass proportional damping in nonlinear time-history analysis [PDF]
Proceedings of the 3rd International Conference on Material, Mechanical and Manufacturing Engineering, 2015 Rayleigh damping is the main form in direct integral method for structural nonlinear dynamic analysis under seismic wave. As stiffness proportional damping usually should be neglected for its significant influence on limit time increment, reasonable mass proportional damping becomes more important in actual engineering.
Yungui Li, Jin Duan, Xiaoming Chen
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Time history nonlinear earthquake response analysis considering materials and geometrical nonlinearity [PDF]
Nuclear Engineering and Design, 2002 Abstract A time history nonlinear earthquake response analysis method was proposed and applied to earthquake response prediction analysis for a Large Scale Seismic Test (LSST) Program in Hualien, Taiwan, in which a 1/4 scale model of a nuclear reactor containment structure was constructed on sandy gravel layer.
T. Kobayashi +4 more
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Application of Endurance Time method in evaluation of seismic performance of a typical sandwich panel building [PDF]
Numerical Methods in Civil Engineering, 2020 This study deals with the seismic performance evaluation of a typical five-story sandwich panel building with load-bearing wall as the only lateral force-resisting structural elements.
Mohammad Yekrangnia
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Nonlinear Time History Analysis for Seismic Effects on Reinforced Concrete Building
Nigerian Journal of Technological Development, 2022 A typical Reinforced Concrete (RC) building frame comprising of RC columns and connecting beams that participates in resisting the earthquake forces.
A. Hasan +3 more
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Seismic Vulnerability and Rehabilitation of One of The World’s Oldest Masonry Minaret under The Different Earthquake Frequency Contents [PDF]
Journal of Rehabilitation in Civil Engineering, 2021 Historical sites and remnant monuments from different eras in Iran are the main reasons of tourist attraction. One of the factors that endanger existence of these monuments is earthquakes and it is well known that Iran is located on the Alpide ...
Hekmat Hoseynzadeh, Alireza Mortezaei
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IDC Cabinet Antiseismic Explicit Nonlinear Time History Analysis
Journal of Physics: Conference Series, 2020 Abstract In order to accurately solve the problem of large deformation and high stress of the IDC cabinet structure caused by seismic load, in this paper, the seismic test of IDC cabinet physical prototype was completed, and the dynamic response of IDC cabinet model was studied by Radioss time-history analysis.
WenMan Du +4 more
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Nonlinear analysis of a hoist tower for seismic loads [PDF]
Archives of Civil Engineering, 2022 In recent years, the intensity of the loads caused by mining activity has increased in Poland. This exploitation is often carried out in urbanized areas, so their operation on structures is not only a social problem, but also a challenge for engineers ...
Filip Pachla, Tadeusz Tatara
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Assessment of FEMA356 nonlinear static procedure and modal pushover analysis for seismic evaluation of buildings [PDF]
, 2012 Nonlinear static analysis as an essential part of performance based design is now widely used especially at design offices because of its simplicity and ability to predict seismic demands on inelastic response of buildings.
Khoshnoud, Hamid Reza +1 more
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Evaluation of Intermediate Reinforced Concrete Moment Frame Subjected to Truck Collision [PDF]
Journal of Rehabilitation in Civil Engineering, 2022 In this study, the progressive collapse of reinforced concrete structures due to vehicle collision to the columns of the ground floor was modeled and examined. For this purpose, a four-story reinforced concrete building with the intermediate moment frame
Seyed Reza Siadati +2 more
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Seismic damage assessment of subway station subjected to mainshock-aftershock sequences
Yantu gongcheng xuebao, 2023 In the previous seismic analyses of underground structures, only the peak structural response under the main earthquake is considered, but the damage mechanism of underground structures subjected to sequential ground motions has not been fully understood
ZHONG Zilan 1, FENG Liqian 1, SHI Yuebo 1, WEN Weiping 2, 3, ZHAO Mi 1
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