Results 161 to 170 of about 344,830 (205)

Liquid-solid composites with confined interface behaviors. [PDF]

Natl Sci Rev
Yu S, Jiang Y, Yu L, Wang H, Pan L, Zhang J, Zhang Y, Hou X.   +7 more
europepmc   +1 more source

Effect of seismic pounding between reinforced concrete buildings

INTERNATIONAL JOURNAL OF LATEST TRENDS IN ENGINEERING AND TECHNOLOGY, 2016
openaire   +1 more source

Analysis of seismic pounding between adjacent buildings

Australian Journal of Structural Engineering, 2015
Seismic poundings between inadequately separated buildings have been observed in most previous major earthquakes. Pounding usually caused local damage around the impacting areas, and in extreme cases, collapse of the building structures.
Hong Hao
exaly   +4 more sources

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Evaluation of seismic pounding risk of buildings in Taiwan

Journal of the Chinese Institute of Engineers, Transactions of the Chinese Institute of Engineers,Series A/Chung-kuo Kung Ch'eng Hsuch K'an, 2005
The seismic pounding risk analysis is to express, in quantitative terms, the probability of structural pounding of adjacent buildings within a specified period of time. Based on the developed approach, the seismic pounding probability of buildings designed according to the 1997 Taiwan Building Code (TBC) is investigated.
Jeng-Hsiang Lin
exaly   +2 more sources

Studies on Pounding Response Considering Structure-Soil-Structure Interaction under Seismic Loads

Sustainability, 2017
Pounding phenomena considering structure–soil–structure interaction (SSSI) under seismic loads are investigated in this paper. Based on a practical engineering project, this work presents a three-dimensional finite element numerical simulation method ...
Zheng Lu, Zheng Lu, Shutong Liu
exaly   +2 more sources

ON ECCENTRIC SEISMIC POUNDING OF SYMMETRIC BUILDINGS

Earthquake Engineering & Structural Dynamics, 1996
Results of a parameter study on eccentric pounding of two symmetric single storey systems under seismic excitation are presented. Linear behaviour is assumed, and pounding effect is considered using the restitution coefficient approach. The effect of impact eccentricity is studied on two sets of symmetric models symmetrically and asymmetrically aligned
E. LEIBOVICH, A. RUTENBERG, D. Z. YANKELEVSKY   +2 more
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Analysis on Seismic Pounding of Curved Bridge

Applied Mechanics and Materials, 2011
Based on the impact phenomenon between the end of the beam and the bridge abutment of the curved continuous bridge during earthquakes, a spatial finite element calculating model with collision element is presented. The law of collision is studied by the nonlinear contact time history analysis method under two three-dimensional ground motions.
Qiang Xu, Xing Jun Qi
openaire   +1 more source

Simulation of the Earthquake-Induced Pounding of Seismically Isolated Buildings

Civil-Comp Proceedings, 2008
Seismic isolation can significantly reduce the induced seismic loads to a relatively stiff building by inserting flexibility at its base to avoid resonance with the predominant frequencies of common earthquakes. Sometimes the width of the provided seismic gap to facilitate the large relative displacements at the isolation level of a seismically ...
Komodromos, Petros I., Komodromos, Petros I.   +1 more
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Seismic pounding effect in bridges with high piers

2011 International Conference on Remote Sensing, Environment and Transportation Engineering, 2011
In this paper, In order to study the seismic pounding of high-pier bridges in the mountainous areas of Chinese Western zone, a fiber element model of a bridge was established, and the GAP cells were intercalated in expansion joints between main bridge and approach bridge in the high-pier bridges, followed by a detailed analysis of its natural vibration
Qingli Meng, null Yin Xia
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Response of seismically isolated buildings considering poundings

Earthquake Engineering & Structural Dynamics, 2007
AbstractNumerical simulations and parametric studies have been used to investigate the influence of potential poundings of seismically isolated buildings with adjacent structures on the effectiveness of seismic isolation. Poundings are assumed to occur at the isolation level between the seismically isolated building and the surrounding moat wall. After
Komodromos, Petros I., Polycarpou, Panayiotis C., Papaloizou, Loizos, Phocas, Marios C., Komodromos, Petros I., Polycarpou, Panayiotis C., Papaloizou, Loizos, Phocas, Marios C.   +7 more
openaire   +4 more sources