Nonlinear Analysis on the Ultimate Strength of the Slender Frame Columns for Chongqing Grand Theatre

doi:10.11835/j.issn.1674-4764.2008.02.045

Home > Archive>Volume 30, Issue 2, 2008 >108-112. DOI:10.11835/j.issn.1674-4764.2008.02.045

Nonlinear Analysis on the Ultimate Strength of the Slender Frame Columns for Chongqing Grand Theatre
DOI:
                        10.11835/j.issn.1674-4764.2008.02.045
                    
CSTR:
                        [cstr]
                    
Author:
                        
                        
                    
Affiliation:
Clc Number:
Fund Project:

Article

Figures

Metrics

Reference

Cited by

Materials

Comments

Abstract:

To investigate the influence of accidental eccentricity, embedded-in foundation condition and other factors on the ultimate strength of the RC slender frame column for Chongqing Grand Theatre, a nonlinear analysis of the local frame composed of peripheral

Reference

Cited by

Get Citation

张健,张勋斌,陈滔,黄宗明.重庆大剧院细长框架柱承载力非线性分析[J].土木与环境工程学报（中英文）,2008,30(2):108~112

Copy

Article Metrics

Abstract:
PDF:
HTML:
Cited by:

History

Received:
Revised:
Adopted:
Online:
Published:

Get Citation

Related Videos

Share

Article Metrics

History

Article QR Code