Research on Applications of Earthquake Response Spectrum in Engineering Designs

被引:0
作者
Zhou, ChangXian [1 ]
Zheng, ShaoPeng [1 ]
Ren, CongRong [1 ]
机构
[1] Xiamen Res Ctr Seismol Survey, Xiamen, Peoples R China
来源
PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON INFORMATION SCIENCES, MACHINERY, MATERIALS AND ENERGY (ICISMME 2015) | 2015年 / 126卷
关键词
Earthquake; Response Spectrum; Applications;
D O I
暂无
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Earthquake-proof buildings are earthquake disaster mitigation priority work. Earthquake building structure may be determined, according to the design response spectrum method for determining been widely used in seismic design of buildings structures. In this paper, the structure should be designed to avoid damage in the earthquake collapsed, but the study of structural collapse behavior conducive to a better understanding of the mechanism of structural collapse and find effective anti-collapse methods. This paper was developed to simulate the complex structure collapsed procedures, through the numerical results were compared with the test, indicating that the numerical model can simulate the structural members of a variety of extreme nonlinear behavior. The structure is replaced by an equivalent single degree of freedom system corresponding to each mode and each equivalent displacement is determined using the proposed method. Thus, the seismic safety evaluation plays an important role. In recent years, with the accumulation of mature safety evaluation theory and engineering experience, the safety assessment has made great progress.
引用
收藏
页码:1992 / 1995
页数:4
相关论文
共 5 条
[1]  
[Anonymous], 2009, ELASTO PLASTIC ANAL
[2]   An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures [J].
Li, Yi ;
Lu, Xinzheng ;
Guan, Hong ;
Ye, Lieping .
ENGINEERING STRUCTURES, 2011, 33 (10) :2931-2942
[3]   Structural collapse analysis of framed structures under impact loads using ASI-Gauss finite element method [J].
Lynn, K. M. ;
Isobe, D. .
INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2007, 34 (09) :1500-1516
[4]   Progressive Collapse Resistance of an Actual 11-Story Structure Subjected to Severe Initial Damage [J].
Sasani, Mehrdad ;
Kazemi, Ali ;
Sagiroglu, Serkan ;
Forest, Scott .
JOURNAL OF STRUCTURAL ENGINEERING, 2011, 137 (09) :893-902
[5]   Experimental Seismic Response of a Full-Scale Six-Story Light-Frame Wood Building [J].
van de Lindt, John W. ;
Pei, Shiling ;
Pryor, Steven E. ;
Shimizu, H. ;
Isoda, H. .
JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2010, 136 (10) :1262-1272