典型文献
A discretely damped SDOF model for the rocking response of freestanding blocks
文献摘要：
This paper presents a single-degree-of-freedom(SDOF)constitutive model for assessing the performance of freestanding block contents of buildings.The model incorporates a bespoke damper to account for energy dissipation associated with rocking.It is advantageous in its direct correlation,via energy conservation,to the restitution coefficient for impact during rocking.A comparative study with the existing SDOF rocking models shows that the proposed model significantly improves the accuracy of free-rocking simulations,in which inherent damping predominantly affects response.It provides a promising and efficient tool for computationally intensive performance evaluation of nonstructural components.
文献关键词：
中图分类号：
作者姓名：
Liu Hanquan;Huang Yuli;Qu Zhe
作者机构：
Key Laboratory of Earthquake Engineering and Engineering Vibration,Institute of Engineering Mechanics,China Earthquake Administration;Key Laboratory of Earthquake Disaster Mitigation,Ministry of Emergency Management,Harbin 150080,China Sanhe 065201,China;Arup,San Francisco,CA 94105,USA
文献出处：
引用格式：
[1]Liu Hanquan;Huang Yuli;Qu Zhe-.A discretely damped SDOF model for the rocking response of freestanding blocks)[J].地震工程与工程振动（英文版）,2022(03):729-740
A类：
discretely
B类：
damped,SDOF,rocking,response,freestanding,blocks,This,paper,presents,single,degree,freedom,constitutive,assessing,performance,contents,buildings,incorporates,bespoke,damper,account,energy,dissipation,associated,It,advantageous,its,direct,correlation,via,conservation,restitution,coefficient,impact,during,comparative,study,existing,models,shows,that,proposed,significantly,improves,accuracy,simulations,which,inherent,damping,predominantly,affects,provides,promising,tool,computationally,intensive,evaluation,nonstructural,components
AB值：
0.646226
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