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检索条件"作者=Zhongxian Li"
759 条 记 录,以下是1-10 订阅
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An extended multiple-support response spectrum method incorporating fluid-structure interaction for seismic analysis of deep-water bridges
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Earthquake Engineering and Engineering Vibration 2023年 第1期22卷 211-223页
作者: Wu Kun li Ning li zhongxian School of Transportation Science and Engineering Civil Aviation University of ChinaTianjin 300300China Key Laboratory of Coast Civil Structures Safety of the Ministry of Education Tianjin UniversityTianjin 300350China
The effects of ground motion spatial variability(GMSV)or fluid-structure interaction(FSI)on the seismic responses of deep-water bridges have been extensively ***,there are few studies on the seismic performance of bri... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Vector-intensity measure based seismic vulnerability analysis of bridge structures
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Earthquake Engineering and Engineering Vibration 2014年 第4期13卷 695-705页
作者: li zhongxian li Yang li Ning School of Civil Engineering Tianjin University Key Laboratory of Coast Civil Structure Safety Ministry of Education
This paper presents a method for seismic vulnerability analysis of bridge structures based on vector-valued intensity measure (viM), which predicts the limit-state capacities efficiently with multi-intensity measure... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
A fiber-section model based Timoshenko beam element using shear-bending interdependent shape function
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Earthquake Engineering and Engineering Vibration 2013年 第3期12卷 421-432页
作者: li Ning li zhongxian Xie lili School of Civil Engineering Tianjin University/Key Laboratory of Coast Civil Structure Safety Ministry of Education Institute of Engineering Mechanics China Earthquake Administration
A fiber-section model based Timoshenko beam element is proposed in this study that is founded on the nonlinear analysis of frame elements considering axial, flexural, and shear deformations. This model is achieved usi... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Numerical failure analysis of a continuous reinforced concrete bridge under strong earthquakes using multi-scale models
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Earthquake Engineering and Engineering Vibration 2017年 第2期16卷 397-413页
作者: li zhongxian Chen Yu Shi Yundong Key Laboratory of Coast Civil Structure Safety of Ministry of Education Tianjin University Tianjin 300350 China
Previous failure analyses of bridges typically focus on substructure failure or superstructure failure separately. However, in an actual bridge, the seismic induced substructure failure and superstructure failure may ... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Trust-region based instantaneous optimal semi-active control of long-span spatially extended structures with MRF-04K damper
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Earthquake Engineering and Engineering Vibration 2008年 第4期7卷 447-464页
作者: lin Wei li zhongxian Ding Yang School of Civil Engineering Tianjin University Tianjin 300072 China Tianjin Key Laboratory of Civil Engineering Structures and New Materials Tianjin 300072 China
In the field of civil engineering, magnetorheological fluid (MRF) damper-based semi-active control systems have received considerable attention for use in protecting structures from natural hazards such as strong ea... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
A simplified design method for metallic dampers used in the transverse direction of cable-stayed bridges
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Earthquake Engineering and Engineering Vibration 2020年 第2期19卷 483-497页
作者: Niu Jiantao Ding Yang Shi Yundong li zhongxian School of Civil Engineering Tianjin UniversityTianjinChina Key Laboratory of Coast Civil Structures Safety of Ministry of Education Tianjin UniversityTianjinChina
The aseismic design of cable-stayed bridges in the transverse direction with newly proposed metallic dampers that can accommodate both longitudinal and transverse movement of the deck has recently been *** work focuse... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Simplified design method for shear-valve magnetorheological dampers
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Earthquake Engineering and Engineering Vibration 2014年 第4期13卷 637-652页
作者: Ding Yang Zhang Lu Zhu Haitao li zhongxian School of Civil Engineering Tianjin University Key Laboratory of Coast Civil Structure Safety (Tianjin University) Ministry of Education
Based on the Bingham parallel-plate model, a simplified design method of shear-valve magnetorheological (MR) dampers is proposed considering the magnetic circuit optimization. Correspondingly, a new MR damper with a... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Dynamic Responses Analysis of a Building Structure Subjected to Ground Shock from a Tunnel Explosion
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Transactions of Tianjin University 2006年 第B9期12卷 100-106页
作者: TIAN li li zhongxian HAO Hong School of Civil Engineering Tianjin University Tianjin 300072 China School of Civil and Resource Engineering The University of Western Australia WA 6009 Australia
Dynamic responses of a multi-storey building without or with a sliding base-isolation device for ground shock induced by an in-tunnel explosion are numerically analyzed. The effect of an adjacent tunnel in between the... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
Seismic damage of highway bridges during the 2008 Wenchuan earthquake
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Earthquake Engineering and Engineering Vibration 2009年 第2期8卷 263-273页
作者: Han Qiang Du Xiuli liu Jingbo li zhongxian li liyun Zhao Jianfeng Lab. of Urban Security & Dixaster Engineering of MOE Beijing University of Technology Beijing 100124 China Key Department of Civil Engineering Tsinghua University Belling 100084 China College of Civil Engineering Tianjin University Tianjin 200072 China College of Civil Engineering Qingdao Technological University Qingdao 266033 China
Many highway bridges were severely damaged or completely collapsed during the 2008 Wenchuan earthquake. A field investigation was carried out in the strongly affected areas and over 320 bridges were examined. Damage t... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论
A Review of Current Researches on Blast Load Effects on Building Structures in China
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Transactions of Tianjin University 2006年 第B9期12卷 35-41页
作者: li zhongxian DU Hao BAO Chunxiao School of Civil Engineering Tianjin University Tianjin 300072 China
The damages of building structures subjected to multifarious explosions cause huge losses of lives and property. It is the reason why the blast resistance and explosion protection of building structures become an impo... 详细信息
来源: 维普期刊数据库 维普期刊数据库 同方期刊数据库 同方期刊数据库 评论