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OA
Structural design and seismic performance analysis of the Nishan World Confucianism Cultural Exchange Center Library
尼山世界儒学中心图书馆为一造型独特、结构受力复杂的多层钢结构建筑,其融合中国古建筑对称美学与现代设计理念,以"树形"作为概念,形成上大下小的独特结构形态.建筑结构采用了框架-支撑体系,以应对该结构平面与竖向的双重不规则及抗扭的设计难点.本文系统阐述了结构设计的全过程,对结构开展抗震性能分析,并提出抗震措施,结果表明,该结构整体抗震性能满足预设性能目标.对楼面应力、屈曲、楼盖舒适度及节点的分析结果表明,地震作用下各构件性能达到预设目标,整体稳定性、楼盖舒适度均满足要求.本文为形态复杂且富含文化象征意义的建筑提供了一个结构设计范例,可为同类项目提供工程实践指导.
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.
孙秋月;王同刚;晏青;夏磊;张天京;李秋菊
济宁市建筑设计研究院集团有限公司,山东 济宁 272000济宁市建筑设计研究院集团有限公司,山东 济宁 272000山东理工大学 建筑工程与空间信息学院,山东 淄博 255049山东永胜建设集团有限公司,山东 济宁 272000济宁市建筑设计研究院集团有限公司,山东 济宁 272000基准方中建筑设计股份有限公司 济南分公司,山东 济南 250000
建筑与水利
大悬挑悬挂结构结构设计抗震性能分析
large cantileversuspended structurestructural designseismic performance analysis
《山东理工大学学报(自然科学版)》 2026 (4)
27-33,7
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