山东理工大学学报（自然科学版）2026，Vol.40Issue(4)：27-33,7.
尼山世界儒学文化交流中心图书馆结构设计与抗震性能分析
Structural design and seismic performance analysis of the Nishan World Confucianism Cultural Exchange Center Library
孙秋月 1王同刚 1晏青 2夏磊 3张天京 1李秋菊4
作者信息
- 1. 济宁市建筑设计研究院集团有限公司,山东 济宁 272000
- 2. 山东理工大学 建筑工程与空间信息学院,山东 淄博 255049
- 3. 山东永胜建设集团有限公司,山东 济宁 272000
- 4. 基准方中建筑设计股份有限公司 济南分公司,山东 济南 250000
- 折叠
摘要
Abstract
The Nishan World Confucianism Cultural Exchange Center Library is a multi-story steel structure characterized by its unique architectural form and complex structural mechanics.Integrating the symmetrical aesthetics of traditional Chinese architecture with modern design concepts,the building adopts a"tree form"morphological concept,resulting in a distinctive structural profile with a broader upper section and a narrower base.The structural system employs a frame-bracing configuration to address design challenges arising from dual irregularities in both plan and elevation and torsional resist-ance requirements.A comprehensive full-process analysis of the structural design was systematically con-ducted and elaborated.Seismic performance was evaluated through detailed analysis,and corresponding anti-seismic measures were proposed.The results demonstrate that the overall seismic capacity of the structure meets the predefined performance objectives.Furthermore,critical aspects including floor stress,buckling stability,floor comfortability,and joint behavior were thoroughly investigated.The find-ings indicate that all structural components achieve their target performance under seismic actions,while the global stability and floor vibration comfortability satisfy design requirements.This study provides an exemplary case of structural design for architecturally complex buildings rich in cultural symbolism,offer-ing practical guidance for similar engineering projects.关键词
大悬挑/悬挂结构/结构设计/抗震性能分析Key words
large cantilever/suspended structure/structural design/seismic performance analysis分类
建筑与水利引用本文复制引用
孙秋月,王同刚,晏青,夏磊,张天京,李秋菊..尼山世界儒学文化交流中心图书馆结构设计与抗震性能分析[J].山东理工大学学报（自然科学版）,2026,40(4):27-33,7.
