Static Elasto-Plastic Analysis of Buildings with Steel Tower on Top under Rare Earthquake

Xiao Hu; Yong Tao Gao

doi:10.4028/www.scientific.net/AMR.163-167.4232

Paper Titles

Seismic Damage Prediction of Multistory Brick Buildings Based on RBF Neural Network Model
p.4213

Seismic Response of the Asymmetric Structure Isolated by the Friction Sliding Bearings
p.4218

Wind Vibration Response Analysis for Plate-Cone Reticulated Shell
p.4222

Seismic Behavior of Shifang Telecom Building under Conventional Earthquakes
p.4227

Static Elasto-Plastic Analysis of Buildings with Steel Tower on Top under Rare Earthquake
p.4232

Design and Optimization of a New Type of Sliding Isolated Bearing and its Application
p.4237

Recent Development in Analytical Models for Earthquake-Induced Pounding between Adjacent Bridge Structures
p.4244

Dynamic Response on Earthquake Analysis of Bridge Structure Isolated by Lead-Core Rubber Bearing
p.4251

Seismic Performance of Concrete-Filled Square Tubular Column and Reduced Steel Beam Joints
p.4257

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Static Elasto-Plastic Analysis of Buildings with...

Static Elasto-Plastic Analysis of Buildings with Steel Tower on Top under Rare Earthquake

Abstract:

The earthquake resistant behavior of buildings with steel tower on top is different from ordinary buildings. In order to investigate the deformations, internal force and damage of structure under rare earthquake, based on a case of Shifang Telecom Building (STB) under 5.12 earthquake, the static elasto-plastic analysis is carried out. This paper compares the seismic behavior of structure under different loading cases, and studies the weakness and plastic hinge of the building. The result shows the structure can meet the requirements of non-collapse under rare earthquake, the top steel tower can amplify the seismic effect, and numerical simulation tallies with the reality.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

4232-4236

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.4232

Citation:

Cite this paper

Online since:

December 2010

Authors:

Xiao Hu, Yong Tao Gao

Keywords:

Building with Steel Tower on Top, Loading Case, Plastic Hinge, Static Elasto-Plastic Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] QIAN Jiaru, JI Xiaodong, FAN Zhong, LIU Xianming. Seismic behavior analysis of large-span steel structure of the National Stadium under severe earthquake[J]．Journal of Building Structure, 2007, 28(2): 17-25.

Google Scholar

[2] Mao Jianmeng, Xie Lili, Zhai Changhai. Studies on improvements in model pushover analysis [J]．EARTHQUAKE ENGINEERI NG AND ENGINEER INGVIBRATION, 2006, 26(6): 50-55.

Google Scholar

[3] GB 50011-2001, Code for seismic design of buildings [S]．Beijing：China Construction Industry Press, 2001.

Google Scholar

[4] MWAFY A M, ELNASHAI A S. Static pushover versus dynamic collapse analysis of RC buildings [J]. Eng Struct, 2001, 23(5): 407-424.

DOI: 10.1016/s0141-0296(00)00068-7

Google Scholar

[5] Anil K C, Rakesh K G. A model pushover analysis procedure to estimate seismic demands for buildings：Theory and Preliminary Evaluation [R]．PEER Report 2001/03, Pacific Earthquake Engineering Research Center, College of Engineering University of California Berkeley, (2001).

Google Scholar