Paper Title:
Seismic Performance Evaluation for Steel Reinforced Concrete Frame Structures
  Abstract

The randomness and uncertainty of seismic demand and structural capacity are considered in demand-capacity factor method (DCFM) which could give confidence level of different performance objectives. Evaluation steps of investigating seismic performance of steel reinforced concrete structures with DCFM are put forward, and factors in calculation formula are modified based on stress characteristics of SRC structures. A regular steel reinforced concrete frame structure is analyzed and the reliability level satisfying four seismic fortification targets are calculated. The evaluation results of static and dynamic nonlinear analysis are compared which indicates that the SRC frame has better seismic performance and incremental dynamic analysis could reflect more dynamic characteristics of structures than pushover method.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
2421-2425
DOI
10.4028/www.scientific.net/AMR.255-260.2421
Citation
Q. W. Wang, Q. X. Shi, L. J. Tang, "Seismic Performance Evaluation for Steel Reinforced Concrete Frame Structures", Advanced Materials Research, Vols. 255-260, pp. 2421-2425, 2011
Online since
May 2011
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Qiu Wei Wang, Qing Xuan Shi, Jin Jie Men
Abstract:Incremental dynamic analysis (IDA) is an effective method for evaluation of seismic performance of building structures. Based on the...
4331
Authors: Jun Teng, Hu Bing Tu, Huan Lin Mao, Ying Liang Qiu
Abstract:As an important seismic analysis method, Pushover is widely used in high-rise buildings, while there is still lack of investigation on...
3918
Authors: Shan Suo Zheng, Wen Bo Li, Qian Li, Fan Wang
Chapter 5: Seismic Engineering
Abstract:With the rapid development and extensive application of SRC (steel reinforced concrete) frame structures, the study on seismic fragility of...
2042
Authors: Zhi Qian Dong, Gang Li, Hong Nan Li
Chapter 1: Structural Engineering
Abstract:Steel concentrically-braced frames (CBFs) as a lateral force resisting system are widely used in moderate seismic regions. The collapse...
223
Authors: Jian Hua Shao, Bai Jie Tang
Chapter 1: Structural Engineering
Abstract:Based on the time-history analysis principle of bidirectional equivalent tension rod of steel shear wall in this paper, the theory of...
354