基于正交试验的联肢钢板剪力墙拟静力数值模拟与统计分析

吴星煌; 付航; 田炜烽

doi:10.3724/j.gyjzG25021208

基于正交试验的联肢钢板剪力墙拟静力数值模拟与统计分析

doi: 10.3724/j.gyjzG25021208

吴星煌^1,2,
付航^1, ,,
田炜烽²

1. 中国五冶集团有限公司, 成都 610011;
2. 西安建筑科技大学土木工程学院, 西安 710055

基金项目:

国家自然科学基金项目（5187080638）。

详细信息

作者简介:
吴星煌，工学博士，主要从事钢结构抗震与优化研究，flammy0812@163.com。

通讯作者:
付航，高级工程师，主要从事钢结构及装配式建造，277698958@qq.com。

计量
- 文章访问数: 15
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- 被引次数: 0
出版历程
- 收稿日期: 2025-02-12
- 网络出版日期: 2026-11-07

Pseudostatic Numerical Simulation and Statistic Analysis of Coupled Steel Plate Shear Walls Based on Orthogonal Tests

1. China MCC5 Group Corp. Ltd., Chengdu 610011, China;
2. School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China

摘要

摘要: 为探索联肢钢板剪力墙各构件间的有效配合和影响因素的主次关系，通过SPSS统计软件的正交设计功能设计了一个9因素3水平的正交试验，进而得到27个代表性联肢钢板剪力墙样本，利用有限元软件对样本建模后做单向推覆和低周往复加载模拟，最后以结构承载力、延性、耗能与体积为考核指标对样本进行极差和方差分析。结果表明：墙板的宽高比对承载力、耗能、体积的影响最大，连梁的连接与外侧梁柱刚度为影响延性的主要因素；墙板、梁、柱、连梁的配合应符合强框架弱墙板、连梁刚接且截面模量不小于横梁并以剪切变形为主的设计原则；初步设计时，两侧墙肢宽度比不宜大于2，建议基于耦合度进行截面设计，迭代设计过程中，耦合度初选范围为0.340~0.634，初始值可取均值0.51，以便加快设计进程。
- 联肢钢板剪力墙 /
- SPSS /
- 正交试验 /
- ABAQUS数值模拟 /
- 方差分析 /
- 抗震性能 /
- 耦合度
Abstract: In order to identify reasonable component combinations and the relationships of factors influenced structure performance， an orthogonal test with nine factors and three levels was designed using SPSS statistical software. This design selected 27 representative coupled steel plate shear wall samples by an orthogonal array. Numerical simulations， namely pushover and quasi-static loading， were carried out for each sample using finite element software. Finally， range and variance analyses were conducted using structural bearing capacity， ductility， energy dissipation， and volume as assessment indicators. The analysis results show that the wallboard aspect ratio and the wall pier width ratio most strongly affect bearing capacity， energy dissipation， and volume. The connection rigidity of the coupling beams and columns primarily affects structural ductility. The design should adhere to the principle of a “strong frame with a weak wallboard”， where coupling beams are rigidly connected with a section modulus not less than that of the beam， ensuring shear deformation is dominant. For preliminary design， it is suggested that the width ratio of the wallboard not exceed 2， and that component sections be designed based on a coupling degree within the range of 0.340 to 0.634. An average coupling degree of 0.51 is recommended to speed up the design process.
- coupled steel plate shear wall /
- SPSS /
- orthogonal test /
- ABAQUS numerical simulation /
- analysis of variance /
- seismic performance /
- coupling degree

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