平-波钢板组合墙承载力计算与设计方法

栾海涛; 贺雄; 段劲松; 俞果; 侯彦果; 闻陈宝; 朱博莉

doi:10.3724/j.gyjzG25051903

平-波钢板组合墙承载力计算与设计方法

doi: 10.3724/j.gyjzG25051903

1. 北京城建集团有限责任公司, 北京 100088;
2. 清华大学土木工程系, 北京 100084;
3. 北京科技大学未来城市学院, 北京 100083

详细信息

作者简介:
栾海涛,高级工程师,主要从事混凝土和钢结构施工方面研究。Email:2353916282@qq.com

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出版历程
- 收稿日期: 2025-05-19
- 网络出版日期: 2026-06-06
- 刊出日期: 2026-04-20

Calculation and Design Methods for the Bearing Capacity of Flat-Corrugated Steel Plate Composite Walls

1. Beijing Urban Construction Group Co., Ltd., Beijing 100088, China;
2. Department of Civil Engineering, Tsinghua University, Beijing 100084, China;
3. School of Future Cities, University of Science and Technology Beijing, Beijing 100083, China

摘要

摘要: 提出了一种新颖的平-波钢板剪力墙，研究了其弹性屈曲性能与稳定承载力设计计算方法。平-波钢板剪力墙由平钢板和波形钢板标准单元连接而成，后者在工厂通过自动化生产线加工而成，因而生产效率高。通过大量算例的有限元数值计算，分别研究了焊接连接型与螺栓连接型平-波钢板剪力墙的受剪弹性屈曲模态、弹性屈曲荷载、破坏模式、失稳机理及弹塑性稳定承载力，其中包含不同参数对屈曲与承载力性能的影响，并提出了受剪稳定承载力设计方法。
- 钢板剪力墙 /
- 剪切弹性屈曲 /
- 受剪承载力
Abstract: This paper proposes a novel flat-corrugated steel plate shear wall （FCSPSW） and explores its elastic buckling performance along with the design and calculation methods for its stability bearing capacity. The FCSPSW is constructed by connecting flat and corrugated steel plate standard units. The latter are fabricated in a factory using a fully available and automatic production line， which ensures high production efficiency. Through the finite element numerical analysis of a large number of examples， the shear elastic buckling modes， elastic buckling loads， failure modes， instability mechanisms， and stability bearing capacity prediction for both welded and bolted connection types of FCSPSWs were studied respectively. This numerical investigation revealed the influence of different design parameters on the buckling and bearing capacity. Finally， design methods for predicting the shear stability bearing capacity of two types of FCSPSWs were proposed.
- steel plate shear wall /
- shear elastic buckling /
- shear-bearing capacity

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参考文献(15)

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