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钢结构模块连接边界条件的模拟分析和探讨

晏景通 沈磊 杨添博

结构工程师2026,Vol.42Issue(4):20-27,8.
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结构工程师2026,Vol.42Issue(4):20-27,8.DOI:10.15935/j.cnki.jggcs.202604.0003

钢结构模块连接边界条件的模拟分析和探讨

Analysis and Discussion on Mechanical Boundary Conditions of Steel Modular Building Connections

晏景通 1沈磊 1杨添博1

作者信息

  • 1. 上海中森建筑与工程设计顾问有限公司,上海 200062
  • 折叠

摘要

Abstract

With the continuous advancement of industrialized construction and the progressive shift toward green and low-carbon buildings,modular construction has seen increasingly widespread application in China.However,in-depth research on the calculation boundary conditions and simulations of connections between modules remains limited.This paper first reviews the assumptions adopted in the analysis of module connections as reported in domestic and international literature.It then compares and analyzes simulation results obtained under different boundary conditions for vertical connections between modules,followed by a preliminary discussion.Furthermore,a comparative study is conducted on the ultimate failure modes of vertical connections under seismic action,considering both hinged and rigid boundary conditions.Finally,recommendations are proposed for simulating boundary conditions for both vertical and horizontal connections between modules,aiming to provide guidance for the structural design of modular buildings.

关键词

模块化建筑/模块间竖向连接/模块间水平连接/边界条件模拟/破坏模式

Key words

modular construction/vertical connections between modules/horizontal connections between modules/boundary condition simulation/failure modes

分类

建筑与水利

引用本文复制引用

晏景通,沈磊,杨添博..钢结构模块连接边界条件的模拟分析和探讨[J].结构工程师,2026,42(4):20-27,8.

结构工程师

1005-0159

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