Stress Response Analysis of Semi Hidden Frame Glass Curtain Wall Plane Support Structure in High-Rise Buildings Under Wind Load

DOI

10.2991/978-94-6463-793-9_51How to use a DOI?

Keywords

Wind load; High rise building; Semi hidden frame glass curtain wall; Force response analysis; Wind resistance performance

Abstract

A planar support structure model of a semi hidden frame glass curtain wall for high-rise buildings was constructed by preparing tempered glass panels with a length of 1500 mm, a width of 1000 mm, and a thickness of 10 mm, 6061-T6 aluminum alloy main keel, and silicone structural adhesive as experimental materials. By combining finite element analysis, wind tunnel testing, static loading testing, and on-site testing, the stress response, deformation characteristics, and stability of the curtain wall were evaluated. The research results show that under simulated and extreme weather conditions, the curtain wall system exhibits obvious stress distribution and deformation characteristics. The center of the glass panel and the connection point of the main keel are the stress concentration points, and the deformation increases with the increase of wind speed. Meanwhile, the curtain wall specimens have high load-bearing capacity and stable deformation performance, but further attention needs to be paid to safety performance under actual high wind speed conditions. These research results provide strong technical support and scientific basis for the design, optimization, and maintenance of curtain walls, which helps to improve the wind resistance and safety performance of curtain walls.

Copyright

© 2025 The Author(s)

Open Access

Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

TY  - CONF
AU  - Jianxiong He
PY  - 2025
DA  - 2025/07/28
TI  - Stress Response Analysis of Semi Hidden Frame Glass Curtain Wall Plane Support Structure in High-Rise Buildings Under Wind Load
BT  - Proceedings of the 2025 8th International Conference on Traffic Transportation and Civil Architecture (ICTTCA 2025)
PB  - Atlantis Press
SP  - 598
EP  - 610
SN  - 2589-4943
UR  - https://doi.org/10.2991/978-94-6463-793-9_51
DO  - 10.2991/978-94-6463-793-9_51
ID  - He2025
ER  -