Improved step-by-step modeling method for analyzing the mechanical behavior of steel structures during construction

Author:

Gao Xixin1,Luo Yongfeng1,Xiang Yang1,Ye Zhiwu2,Wang Lei3

Affiliation:

1. Department of Structural Engineering, Tongji University, Shanghai, China

2. China Construction Third Engineering Bureau Co., Ltd, Wuhan, China

3. Tongen Civil Engineering Technology Co., Ltd, Shanghai, China

Abstract

The step-by-step modeling method considering nonlinear effects is an effective method for analyzing the mechanical behavior of steel structures during construction. However, two problems have limited the widespread application of the traditional step-by-step modeling method: the positioning of newly assembled members and the transformation of the stiffness matrix and the nodal load and displacement vectors between different stages of construction. In this article, a new concept of “two moments of a construction stage” (the initial and final moments of each construction stage) is proposed to improve the step-by-step modeling method. Based on this concept, an improved step-by-step modeling method, which considers the modified design configuration positioning principle for newly assembled members and provides a method for modifying the structural stiffness matrix at the initial moment of any construction stage, is proposed. A calculation program block based on the proposed method is compiled to analyze the mechanical behavior of a plane frame and a plane shallow arch during construction. The mechanical behavior of an engineering application, the connective corridor of Shanghai International Financial Centre, is also analyzed using the proposed method, and the calculated results are compared with the monitoring results. The numerical results show that the modified design configuration positioning principle is applicable for the positioning of newly assembled members and that the modification method for the structural stiffness matrix and the nodal load and displacement vectors at the initial moment of a construction stage efficiently solves the problem of their transformation between different stages of construction. The improved step-by-step modeling method proposed in this article is more valid and accurate than other methods for analyzing the mechanical behavior of steel structures during construction.

Funder

National Natural Science Foundation of China

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Benchmark Examples for Structural System Changes: Analytical and Numerical Approaches;Archives of Computational Methods in Engineering;2022-02-22

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