Seismic Performance of a Modular Steel Building with Glass Curtain Walls: Shaking Table Tests

Yucong Nie, Xinxin Zhang, Xiang Yuan Zheng (), Xinyu Xie, Kehao Qian, Yuanting Li, Zhan Zhao and Wenjun Xu
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Yucong Nie: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Xinxin Zhang: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Xiang Yuan Zheng: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Xinyu Xie: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Kehao Qian: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Yuanting Li: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Zhan Zhao: Shenzhen International Graduate School, Tsinghua University, Shenzhen 518055, China
Wenjun Xu: Guangzhou Institute of Building Science Co., Ltd., Guangzhou 510440, China

Sustainability, 2025, vol. 17, issue 21, 1-32

Abstract: Modular steel buildings represent a structural system distinguished by rapid construction and environmental sustainability. The modular units and steel components of modular steel structures can be recycled, making this approach an important technology for sustainable development. Glass curtain walls, commonly used as facade systems in modern architecture, have recently appeared in several modular steel buildings. In this study, a seven-story model steel building is designed with a geometric scale factor of 1/9 to investigate its global and local safety in terms of seismic responses. Two glass curtain walls are installed on the seventh story of the model structure. A series of shaking table tests is conducted under varying seismic intensity levels (PGA = 0.035 g, 0.1 g, 0.22 g, 0.31 g). The results show the acceleration responses at the top story are predominantly governed by the fundamental translational modes (first mode and second mode). A slight stiffness degradation of a ratio less than 8.0% appears after the tests. The modular steel structure exhibits a significant acceleration amplification effect under almost all examined load cases. The measured peak structural accelerations (PSAs) notably exceed the limitations specified in current codes. The finite element simulation has validated such amplification. In addition, compared to these global responses, the glass curtain walls exhibit even higher PSAs, making them more vulnerable than the main steel frame. Therefore, the unfavorable seismic performance of modular steel buildings is manifested, and more attention needs to be paid to their design principles.

Keywords: modular steel building; glass curtain wall; shaking table test; seismic performance (search for similar items in EconPapers)
JEL-codes: O13 Q Q0 Q2 Q3 Q5 Q56 (search for similar items in EconPapers)
Date: 2025
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