Please use this identifier to cite or link to this item:
Title: Analysis and design of arbitrarily shaped steel-concrete composite columns
Other Titles: 任意截面钢—混凝土组合柱的分析与设计
Authors: Chen, SF
Teng, JG 
Chan, SL 
Keywords: Steel-concrete composite columns
Arbitrary cross-sections
Structural design: biaxial bending
Issue Date: 2002
Publisher: 同济大学
Source: 建筑钢结构进展 (Progress in steal building structures), 2002, no. 4, p. 25-30 How to cite?
Journal: 建筑钢结构进展 (Progress in steal building structures) 
Abstract: 本文介绍一种通用的数值迭代的计算机方法,用于双向偏压荷载作用下具有任意截面形式的外包混凝土组合柱的截面分析和设计,本文对该方法的基本假定、任意截面的定义、所采用的数值迭代格式以及设计与分析步骤等进行了简要的描述。为了验证该方法的有效性,文末用该方法对两个典型的问题进行了分析
This paper presents a general iterative computer method for the analysis and design of arbitrarily shaped concrete-encased composite column cross-sections under biaxial bending. The basic assumption of the methods, the approach for the definition of an arbitrary cross-section, and the iterative numerical procedure adopted in the method are concisely described first. Numerical examples are then presented to demonstrate the effectiveness of the method.
ISSN: 1671-9379
Appears in Collections:Journal/Magazine Article

View full-text via PolyU eLinks SFX Query
Show full item record

Page view(s)

Last Week
Last month
Citations as of Jul 16, 2018

Google ScholarTM


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.