Response Analysis on Asymmetric Twin Tower Building with Large Bases Subjected to Seismic Action

Qiong Fen Wang; Ji Yao; Liang Cao; Jian Bin Xie; Chun Li Guo

doi:10.4028/www.scientific.net/AMM.117-119.174

Paper Titles

Study on Stability of High Embankments under Complicated Stress Conditions
p.150

Kinematical Analysis on the Technology of Overhead Smash between Badminton and Tennis
p.158

Studies on MAaximum Hydrostatic Testing Pressure for New Pipeline
p.162

Noether Symmetry and First Integral of Discrete Nonconservative and Nonholonimic Hamiltoinian System
p.167

Response Analysis on Asymmetric Twin Tower Building with Large Bases Subjected to Seismic Action
p.174

One Numerical Simulation Method and its Applications for Fatigue Crack Growth
p.180

Carbonation of High Strength Concrete
p.186

Numerical Simulation of Cu-Cu Interface Thermal Resistance by Utilizing Laser Photothermal Method
p.195

Seismic Control Research of Longitudinal Floating Bridge Based on MR Damper
p.201

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 117-119Response Analysis on Asymmetric Twin Tower...

Response Analysis on Asymmetric Twin Tower Building with Large Bases Subjected to Seismic Action

Abstract:

In this paper, asymmetric twin tower high buildings with large bases were studied and the FEM model of asymmetric twin tower high building with large bases was established. Then the structural dynamic characteristics was analyzed, the x-direction and y-direction level seismic excitation were input separately with the help of time-domain analysis method, and the acceleration time-domain curve of the top of the structure was obtained, the reference of structural design was provided.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 117-119)

Pages:

174-179

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.117-119.174

Citation:

Cite this paper

Online since:

October 2011

Authors:

Qiong Fen Wang, Ji Yao, Liang Cao, Jian Bin Xie, Chun Li Guo

Keywords:

Asymmetric, Large Bases, Modal of Vibration, Time-Domain Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Song Juan. The Research on Seismic Characteristics of Two-tower Connecting Structures with Large Bases[D]. Hunan University, in Chinese,2009.

Google Scholar

[2] JGJ3-2002, Technical specification for concrete structures of tall building[S], in Chinese.

Google Scholar

[3] GB500011-2001，Code for seismic design of building[S], in Chinese.

Google Scholar

[4] GB 50019-2001, Code for structural load[S], in Chinese.

Google Scholar

[5] Zhang Hui, He Tao. Seismic response analysis of a twin tower connected building. Construction technology development[J], 2007.1, 1~4, in Chinese.

Google Scholar

[6] He Tao, Sun Lingli, Li Xinxin. Finite element analysis of twin tower connected building under earthquake[J]. Construction technology development, 2007.6,28～29, in Chinese.

Google Scholar