POUNDING

作品数:11被引量:25H指数:3
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相关领域:文化科学更多>>
相关期刊:《International Journal of Plant Engineering and Management》《Frontiers of Structural and Civil Engineering》《Natural Science》《Science China(Technological Sciences)》更多>>
相关基金:国家自然科学基金国家重点基础研究发展计划国家教育部博士点基金更多>>
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Underground blast effects on structural pounding
《Earthquake Engineering and Engineering Vibration》2022年第3期617-639,共23页Muhammed Zain Kangda Nilesh Mate Sachin Bakre 
In the present study,actual three-dimensional structures are converted into a stick model of multi degree of-freedom(MDOF)systems for understanding the macro-behavior of structures.The study investigates the performan...
关键词:structural pounding building positions MDOF stick system stiffness factor blast ground motion 
Seismic Damage to Owner-Built RC Frames in Charikot during the 2015 Nepal Earthquake Sequence
《Earthquake Research in China》2018年第4期584-601,共18页Qu Zhe Wang Tao Lin Xuchuan Zhang Haoyu Yang Yongqiang 
jointly sponsored by the Scientific Research Fund of Engineering Mechanics,China Earthquake Administration(2016A05);the grant from the National Natural Science Foundation of China(51478441)
The damage to the masonry-infilled reinforced concrete( RC) frame buildings in Charikot,the capital city of Dolakha district in Nepal,during the 2015 April-to-May Nepal earthquake sequence is reported. Most of these b...
关键词:Nepal earthquake Reinforced concrete frame MASONRY INFILL SLOPE POUNDING Accumulated damage 
Overall efficiency optimization of controllable mechanical turbo-compounding system for heavy duty diesel engines被引量:3
《Science China(Technological Sciences)》2017年第1期36-50,共15页HE GuanZhang XIE Hui HE ShiJie 
supported by the National Basic Research Program of China(Grant No.2011CB707206)
A controllable mechanical turbo-compounding(CMTC) system including continuously variable transmission(CVT) and power turbine bypass valve is proposed to recover waste heat from engine exhaust. The combined matching pr...
关键词:heavy duty diesel engine waste heat recovery controllable mechanical turbo-compounding continuously variabletransmission device driving cycle transient response 
Dimensional analysis of earthquake-induced pounding between adjacent inelastic MDOF buildings被引量:3
《Earthquake Engineering and Engineering Vibration》2015年第2期295-313,共19页Zhai Changhai Jiang Shan Li Shuang Xie Lili 
the National Natural Science Foundation of China under Grant Nos.51322801,51238012 and 91215301);the Program for International Science and Technology Cooperation Projects of China under Grant No.2012DFA70810;the Program for New Century Excellent Talents in University of Ministry of Education of China under Grant No.NCET-11-08;the National Science and Technology Major Project under Grant 2013zx06002001-09
In this study the seismic pounding response of adjacent multi-degree-of-freedom(MDOF) buildings with bilinear inter-story resistance characteristics is investigated through dimensional analysis. The application of dim...
关键词:POUNDING dimensional analysis earthquake engineeri 
Nonlinear analysis of pounding between decks of multi-span bridge subjected to multi-support and multi-dimensional earthquake excitation
《Journal of Central South University》2013年第9期2546-2554,共9页张海 焦莉 林君南 
Project(51078242)supported by the National Natural Science Foundation of China
The nonlinear analysis of pounding between bridge deck segments subjected to multi-support excitations and multi-dimensional earthquake motion was performed.A novel bottom rigid element(BRE)method of the current displ...
关键词:POUNDING bridge bottom rigid method (BRE) multi-dimensional and multi-support earthquake motion 
Earthquake induced pounding between adjacent buildings considering soil-structure interaction被引量:3
《Earthquake Engineering and Engineering Vibration》2012年第3期343-358,共16页Sadegh Naserkhaki Farah N.A.Abdul Aziz Hassan Pourmohammad 
Many closely located adjacent buildings have suffered from pounding during past earthquakes because they vibrated out of phase. Furthermore, buildings are usually constructed on soil; hence, there are interactions bet...
关键词:adjacent buildings underlying soil POUNDING seismic response fixed-based (FB) structure-soil-structureinteraction (SSSI) 
Seismic pounding and collapse behavior of neighboring buildings with different natural periods
《Natural Science》2012年第8期686-693,共8页Daigoro Isobe Tokiharu Ohta Tomohiro Inoue Fujio Matsueda 
Seismic pounding phenomena, particularly the collision of neighboring buildings under long-period ground motion, are becoming a significant issue in Japan. We focused on a specific apartment structure called the Nuevo...
关键词:Seismic POUNDING Collapse Behavior Neighboring BUILDINGS NATURAL Period Asi-Gauss Technique 
Experimental study of a highway bridge with shape memory alloy restrainers focusing on the mitigation of unseating and pounding被引量:3
《Earthquake Engineering and Engineering Vibration》2012年第2期195-204,共10页Guo, Anxin  Zhao, Qingjie  Li, Hui 
Earthquake Engineering and Engineering Vibration Laboratory Foundation,Institute of Engineering Mechanics, China Earthquake Administration Under Grant No.2009a1;the National Natural Science Foundation of China under Grant No.50878071
This paper presents an experimental study to investigate the performance of shape memory alloy(SMA) restrainers for mitigating the pounding and unseating of highway bridges when subjected to seismic excitations.Mechan...
关键词:shape memory alloy RESTRAINER unseating POUNDING highway bridge 
A modified Kelvin impact model for pounding simulation of base-isolated building with adjacent structures被引量:13
《Earthquake Engineering and Engineering Vibration》2009年第3期433-446,共14页Ye Kun Li Li Zhu Hongping 
National Natural Science Foundation of China Under Grant No.50778077 and 50878093
Base isolation can effectively reduce the seismic forces on a superstructure, particularly in lowto medium-rise buildings. However, under strong near-fault ground motions, pounding may occur at the isolation level bet...
关键词:structural pounding BASE-ISOLATION near-fault ground motions Kelvin impact model nonlinear damping 
Impact analytical models for earthquake-induced pounding simulation
《Frontiers of Structural and Civil Engineering》2009年第2期142-147,共6页Kun YE Li LI 
Structural pounding under earthquake has been recently extensively investigated using various impact analytical models.In this paper,a brief review on the commonly used impact analytical models is conducted.Based on t...
关键词:structural pounding Hertz model Kelvin model nonlinear damping coefficient of restitution 
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