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.
| Original language | English |
|---|---|
| Pages (from-to) | 25-30 |
| Number of pages | 6 |
| Journal | 建筑钢结构进展 (Progress in steal building structures) |
| Issue number | 4 |
| Publication status | Published - 2002 |
Keywords
- Steel-concrete composite columns
- Arbitrary cross-sections
- Structural design: biaxial bending
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Metals and Alloys
- Numerical Analysis