Dino Chen 论文汇总帖---最后更新时间:2010-08-21

            [1].   基于纤维模型的CFRP布加固混凝土柱有限元分析，《工业建筑》增刊
            [2].   基于OpenSees的预应力混凝土构件弹塑性分析，《工业建筑》增刊
            [3].   高层建筑结构风振响应计算方法初步研究，《工业建筑》增刊
            [4].   钢筋混凝土剪力墙结构非线性分析宏观模型浅述，《工业建筑》增刊
            [5].   The Research of Time-History Response Analysis of Floor Vibration Based on Simulation of Group Walking，《2008建模、计算、仿真、优化及其应用学术会议》(indexed by ISTP)
            [6].   高层建筑结构风振时程分析及风速时程生成软件编制技术研究，《华中科技大学学报(城市科学版)》
            [7].   基于OpenSEES的剪力墙低周往复荷载试验的数值模拟，《华南理工大学学报(自然科学版)》(indexed by EI)
            [8].   OpenSEES的剪力墙宏观单元的研究，《世界地震工程》
            [9].   足尺寸钢框架弹塑性动力试验数值模拟，《地震工程与工程振动》
            [10].   基于人群行走仿真的楼板振动分析方法及反应谱公式推导，《建筑科学》
            [11].   Dynamic Inelastic Numerical Simulation for a Shaking Table Test of a Full Scale Steel Moment Frame Structure based on OpenSEES，《14WCEE Proceeding》
            [12]. Numerical Analysis of Cyclic Loading Test of Shear Walls based on OpenSEES，《14WCEE Proceeding》
            [13]. Research On The Seismic Design Of Transfer-Storey Structures Based On Philosophy Of Capacity Design Under Severe Earthquake，《14WCEE Proceeding》
            [14]. 基于SAP2000的复杂筏板基础分析与设计，《建筑结构_副刊_技术通讯》
            [15]. 基于风洞试验的超高层建筑结构风振时程分析方法研究，《广东土木与建筑》
            [16]. 基于纤维模型的超高层钢筋混凝土结构弹塑性时程分析及工程应用，《建筑结构》
            [17]. 人行天桥振动时程分析方法的研究，《钢结构》
            [18]. 钢管混凝土巨型斜交网格筒中筒结构非线性分析，《地震工程与工程振动》
            [19]. MIDAS/Gen在温度效应分析中的应用，《建筑结构_副刊_技术通讯》
            [20]. E-Defense振动台试验预测性分析比赛的研究综述，《世界地震工程》
            [21]. 基于概率和位移的框支剪力墙结构抗震性能评估方法，《地震工程与工程振动》
            [22]. 粘滞阻尼器在连体高层结构中的抗风减振效果分析，《土木建筑与环境工程》(indexed by EI)
            [23]. 中洲中心观光门架抗震性能分析，《建筑结构学报》(indexed by EI)
            [24]. 基于网络的结构协同弹塑性分析方法的研究，《计算力学学报》(indexed by EI)录用
            [25]. 基于宏观单元的结构非线性分析方法、算例及工程应用，《第18届全国结构工程学术会议》《工程力学》(indexed by EI)录用
            [26]. Numerical Analysis of Shear Walls under Cyclic Loading Based on OpenSEES，《ISISS2009》(indexed by ISTP)
            [27]. A Nonlinear Analysis Method for Estimating Performance Behavior of RC Columns，《ISISS2009》(indexed by ISTP)
            [28]. Comparative Experimental Study on Shear Wall without Boundary Elements，《ISISS2009》(indexed by ISTP)
            [29]. Dynamic Inelastic Numerical Simulation on a Shaking Table Test of a Full Scale Steel Moment Frame，《ISISS2009》
            [30]. Shaking Table Test of a Complex Long-Span Connected Building，《ISISS2009》(indexed by ISTP)
            [31]. Wind Load Simulation and Wind-Induced Vibration Time-History Analysis of Tall Building Structures，《ISISS2009》(indexed by ISTP)
            [32]. 剪力墙宏观单元研究与低周往复荷载试验数值分析，《2009年全国土木工程博士生学术会议论文集》
            [33]. Research Summary on Long-Span Connected Tall Building Structure with Viscous Dampers，《The Structural Design of Tall and Special Buildings》(indexed by SCI)
            [34]. Dynamic Experiment and Numerical Simulation of a Full Scale Steel Frame with Viscous Dampers，《2009 IJSSD Proceeding》
            [35]. Seismic Performance analysis of wenchuan hospital structure with viscous dampers，《The Structural Design of Tall and Special Buildings》(indexed by SCI)
            [36].珠海天朗海峰超限高层建筑结构设计，《建筑结构》
            [37].中洲二期观光门架结构设计，《建筑结构》
            [38].剪力墙非线性宏观单元的研究与单元开发，《工程力学》(indexed by EI)收录
            [39].高层钢-混凝土组合门式结构消能减震体系模拟地震振动台试验研究，《振动与冲击》(indexed by EI)收录

今年六月份，高层与特种结构设设计《The Structural Design of Tall and Special Buildings》发表了我的两篇论文，分别是：Seismic performance analysis of Wenchuan Hospital structure with viscous dampers 和 Research summary on long-span connected tall building structure with viscous dampers
两篇论文讲述我们的基于性能抗震设计方法与结构弹塑性分析手段在粘滞阻尼器结构中的应用，一个是汶川医院，另一个是广州中洲中心二期的项目。内容比较多，包括了PERFORM-3D的前后处理ETP的开发成果，风振时程分析方法的研究，整体结构几何非线性的简化计算等。特别是中洲中心的论文，得到审稿专家，美国高层结构专家Gary Hart教授的好评，并获推荐特刊发表。以下是这两篇论文的摘要。《The Structural Design of Tall and Special Buildings》虽然因子不高，但是很多工程实例与工程分析处理方法上，是一本很值得看的刊物。

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Research summary on long-span connected tall building structure with viscous dampers
Xue-Wei Chen 1 *, Xiao-Lei Han 1 2
1Tall Building Structure Research Institute, South China University of Technology, Guangzhou 510640, China
2State Key Laboratory of Subtropical Architecture Science, South China University of Technology, Guangzhou 510640, China
Abstract
The HUB-Sightseeing Gate in Guangzhou, which is a connected tall building structure, is composed of two main frame-shear wall towers, which are 86·5 m high, and two steel galleries at top and bottom, respectively. The top gallery is a 120 m long-span steel truss. Vicious dampers are set in the two main towers and the top gallery. It is an ultra-limit structure with complicated structural shape and hybrid structure system. Design idea of performance-based seismic design is presented in this paper. Seismic performance of the structure under different levels of ground motion is analysed and verified by different methods, such as elastic analysis under frequent earthquake, unyielding and elastic check of structure element under medium earthquake and inelastic dynamic time history analysis under rare earthquake. Taking the result of shaking table test as a reference, reasonable enhanced measures of seismic design are suggested. Meanwhile, wind-induced vibration time history analysis under different directions based on wind tunnel test is applied in this paper, and comfortableness problem can be well resolved. The control effects of vicious dampers on internal force, deformation, acceleration and energy dissipation of the structure are also studied. By means of the analysis methods mentioned above, and other analyses such as whole structure stability, temperature effect, floor vibration and so on, relevant measures of ultra-limit structure design are suggested, and the performance objective of the structure can be well realized.

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Seismic performance analysis of Wenchuan Hospital structure with viscous dampers
Xue-Wei Chen 1 *, Jia-Xuan Li 1, Jack Cheang 2
1School of Civil Engineering and Transportation, South China University of Technology Guangzhou, China
2Advanced Building Technology Company, Guangzhou, China
Abstract
Analytical investigation was undertaken to assess the seismic performance of Wenchuan Hospital located in Wenchuan county, southwest China's Sichuan province, where a severe earthquake has occurred in May 2008. The structure consists of a four-storey reinforced concrete frame with viscous dampers. The irregular building is 18·35-m tall and has a total floor area of 17 000 m2. Viscous dampers are set along the outside surface of structure to get a more efficient reduction of structure responses. The design idea of performance-based seismic design is presented in this paper. Seismic performance of the structure with and without viscous dampers under different levels of ground motion is analysed and verified by different methods, including elastic analysis under frequent earthquake, unyielding and elastic check of structure element under medium earthquake, static nonlinear analysis and dynamic nonlinear analysis under rare earthquake. And a comparative analysis is presented, such as results between elastic and inelastic analysis, static nonlinear analysis and dynamic nonlinear analysis, and structure with and without viscous dampers. The control effects of viscous dampers on internal force, deformation and energy dissipation of the structure are also studied. Meanwhile, a practical method to calculate the supplemental damping ratio added by viscous dampers is proposed for elastic analysis with dampers. After a series of analysis, the performance objective of the structure can be well verified. 

上个月在博客上写得太少内容了，打算在这个月写多一点，回馈大家，请大家多多点击。
这是2009年年底在香港参加ICASS2009会议时发表的论文，收录在IJSSD期刊的会议论文集中，主要讲述在2009年预测性分析比赛，即足尺钢框架附加阻尼器的振动台试验分析的方法与过程。值得一提并且开心的事情是，我投搞的论文中的一个插图，居然变成论文集封面的图片，非常抢眼，呵呵，如下图所示。

【英文篇名】	Dynamic Experiment and Numerical Simulation of a Full Scale Steel Frame with Viscous Dampers
【下载频次】	☆
【英文作者】	Chen Xuewei, ( Tall Building Structure Research Institute, College of Architecture and Civil Engineering, Guangzhou 510640, China; )
【作者单位】	华南理工大学土木与交通学院高层建筑结构研究所;
【文献出处】	IJSSD 2009会议论文集
【英文关键词】	Nonlinear time history analysis, parameter analysis, full-scale steel frame, viscous damper
【英文摘要】	This paper presents a dynamic nonlinear numerical simulation of a 5-story full-scale steel frame structure based on Perform-3D. Flexibility-based fiber element and Maxwell model are adopted for structure member simulation after a post analysis of the shaking table test of a 4-story full-scale steel frame. The author simulates the low cyclic reciprocating load test for the steel members with fiber element and plastic hinge element, and also analyzes the fiber division and length of plastic hinge. Analytical results of the seismic responses under medium and severe ground motions are compared with the experiments, indicating a good simulation of the nonlinear behaviour of the steel frame with viscous dampers by using flexibility-based fiber element and Maxwell model when structural nonlinearity is limited by dampers.
【基金】	无