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DAMPERS: 作品数：39被引量：90H指数：5; 导出分析报告; 相关领域：天文地球更多>>; 相关作者：俞德孚顾萍吴定俊王淼王洪昌更多>>; 相关机构：北京理工大学东南大学同济大学江苏理工学院更多>>; 相关期刊：《铁道学报》《Journal of Automation and Intelligence》《Earthquake Engineering and Engineering Vibration》《东南大学学报（自然科学版）》更多>>; 相关基金：国家自然科学基金铁道部科技基金国家重点基础研究发展计划国家高技术研究发展计划更多>>

Role of dampers on the seismic performance of pin-supported wall-frame structures被引量：1: 《Earthquake Engineering and Engineering Vibration》2023年第2期453-467,共15页Wang Xiaoyue Qu Zhe Gong Ting; National Natural Science Foundation of China under Grant No.51878629。; Pin-supported(PS)walls have been proven effective in avoiding weak story failure of frame structures by increasing the height-wise continuous stiffness and producing uniform distribution of story drifts.However,little...; 关键词：strong spine system energy-dissipating device floor acceleration floor velocity nonstructural damage

Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces被引量：2: 《Earthquake Engineering and Engineering Vibration》2022年第3期785-809,共25页Massimiliano Ferraioli Antonio Concilio Carmine Molitierno; Self-centering earthquake-resistant structures have received increased attention due to their ability to reduce post-earthquake residual deformations and,thus,repair time and cost.This stimulated the development of re...; 关键词：RC buildings seismic retrofit buckling-restrained braces shape memory alloys dampers SELF-CENTERING

Seismic performance evaluation of typical dampers designed by Chinese building code被引量：1: 《Earthquake Engineering and Engineering Vibration》2019年第2期433-446,共14页Guo Wei Wu Jun Hu Yao Li Yunsong Yang T.Y.; National Natural Science Foundation of China under Grant No.51108466;Development Program for Changjiang scholars and innovative team under Grant No.IRT1296;the Project of Innovation-Driven Plan in Central South University; Adding dampers is a commonly adopted seismic risk mitigation strategy for modern buildings, and the corresponding design procedure of dampers has been well established by the Chinese Building Code. Even though all typ...; 关键词：CHINESE building design code viscoelastic DAMPER VISCOUS DAMPER buckling-restrained BRACE seismic response FRAGILITY analysis

An experimental study of in-plane arch-shaped dampers被引量：3: 《Earthquake Engineering and Engineering Vibration》2018年第4期849-867,共19页Chien-Liang Lee Yen-Po Wang Meng-Yan Cai; TSC under contract MOST 103-2625-M-009-014;the Science&Technology of Fujian Province,China under Project No.2017J01495; As an effort to minimize material utilization, seismic steel dampers designed to deform inelastically in an in-plane flexural mode have attracted serious attention recently. This paper presents a new type of metallic ...; 关键词：SEISMIC metallic yielding damper in-plane arch-shaped damper hysteresis loop shaking table test

Experimental and analytical studies on multiple tuned mass dampers for seismic protection of porcelain electrical equipment被引量：18: 《Earthquake Engineering and Engineering Vibration》2017年第4期803-813,共11页Bai Wen Dai Junwu Zhou Huimeng Yang Yongqiang Ning Xiaoqing; Scientific Research Fund of IEM,CEA under Grant Nos.2016B09,2014B12;China Natural Science Foundation under Grant Nos.51478442,51408565; Porcelain electrical equipment （PEE）, such as current transformers, is critical to power supply systems, but its seismic performance during past earthquakes has not been satisfactory. This paper studies the seismic ...; 关键词：current transformer DAMPING porcelain electrical equipment finite element analysis multiple tuned massdampers shake table test

Contribution of tuned liquid column gas dampers to the performance of offshore wind turbines under wind, wave, and seismic excitations被引量：8: 《Earthquake Engineering and Engineering Vibration》2016年第3期551-561,共11页Khosrow Bargi Reza Dezvareh Seyed Amin Mousavi; The main intention of the present study is to reduce wind, wave, and seismic induced vibrations of jacket- type offshore wind turbines （JOWTs） through a newly developed vibration absorber, called tuned liquid column...; 关键词：offshore wind turbine wind load wave load seismic load tuned liquid column gas damper

Optimal topology design of replaceable bar dampers of a reticulated shell based on sensitivity analysis被引量：5: 《Earthquake Engineering and Engineering Vibration》2014年第1期113-124,共12页Yang Yang Ma Hui; Natural Science Foundation of China under Grant Nos.50908036&51261120376;Natural Science Foundation of Liaoning Province No.201202040; In this study,a method for control of reticulated shells is proposed and its practicality is demonstrated.The control is implemented by replacing selected bars of the shell with passive viscoelastic dampers.By applyin...; 关键词：topology optimization reticulated shells failure analysis sensitivity analysis replaceable elements

Dynamic responses of two buildings connected by viscoelastic dampers under bidirectional earthquake excitations被引量：4: 《Earthquake Engineering and Engineering Vibration》2014年第1期137-150,共14页Z.D. Yang Eddie S.S. Lam; In this study,dynamic responses of two buildings connected by viscoelastic dampers under bidirectional excitations are extensively investigated.The two buildings are a 10-story building and a 16-story building,with th...; 关键词：bidirectional excitations connecting dampers adjacent buildings fractional derivative

Closure to“Discussion on‘Optimum placement and characteristics of velocity-dependent dampers under seismic excitation' by SA Mousavi and AK Ghorbani-Tanha”by Izuru Takewaki被引量：1: 《Earthquake Engineering and Engineering Vibration》2013年第4期681-682,共2页Seyed Amin Mousavi Amir K.Ghorbani-Tanha; The authors would like to thank the discusser for his considerations and comments. The discusser believes that some of the derived formulations need to be referred to his previously published works and also some relat...; 关键词：Optimum placement and characteristics of velocity-dependent dampers under seismic excitation by SA Mousavi and AK Ghorbani-Tanha Closure to

Discussion on “Optimum placement and characteristics of velocity-dependent dampers under seismic excitation” by Seyed Amin Mousavi and Amir K. Ghorbani-Tanha: 《Earthquake Engineering and Engineering Vibration》2013年第3期501-501,共1页Izuru Takewaki; The authors presented an interesting aspect in viscous or visco-elastic damper optimization under earthquake excitation. They also reviewed the research development in the field of passive damper optimization.; 关键词：Ghorbani-Tanha by Seyed Amin Mousavi and Amir K Optimum placement and characteristics of velocity-dependent dampers under seismic excitation

DAMPERS