Paper Title:
Research on Quantified Performance Index for Steel Reinforced Concrete Frame Structures
  Abstract

The interstory drift of frame structures is caused by beams, columns and joints. The calculation formula of storey yield drift for reinforced concrete frame structures is obtained by adding above three kind of deformation, and the comparative analysis show that theoretical results have good consistency with experimental data. The expression formula of storey yield drift angle for steel reinforced concrete (SRC) frame structures are analyzed by using the same hypothesis and methods, and quantified performance index for SRC frames having a certain guarantee value are proposed according to relationship of four seismic performance levels. The conclusion obtained provide basic information for performance-based seismic design of SRC frame structures.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 9: Continuity of Architecture History Context
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
3353-3356
DOI
10.4028/www.scientific.net/AMR.368-373.3353
Citation
Q. W. Wang, Q. X. Shi, L. J. Tang, "Research on Quantified Performance Index for Steel Reinforced Concrete Frame Structures", Advanced Materials Research, Vols. 368-373, pp. 3353-3356, 2012
Online since
October 2011
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Price
$32.00
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