(机械工业勘察设计研究院有限公司， 西安 710043)

摘要: 开元寺观音殿是我国典型的重檐庑殿唐式建筑，室内少柱大空间，坡屋面中额枋斗拱相互穿插、形式复杂，建筑造型限制多。 采用 YJK 软件分别对框架￣剪力墙结构、框架结构的周期、位移比等结果进行了详细对比，选择整体抗震性能好、截面满足建筑形制要求的框架￣剪力墙结构体系。 基于本项目坡屋面标高关系复杂且局部开洞较大导致竖向空间不连续，采用 YJK 软件建立不同层概念的空间模型，进行结构最大层间位移角等结果的对比分析。 结果表明模型 1 安全、经济。 采用 YJK 及 PMSAP 软件进行多遇地震作用下弹性时程分析与罕遇地震作用下弹塑性时程分析，结果表明结构各构件及整体性能满足“三水准”的抗震设防要求；同时给出了结构竖向不规则所引起的结构抗震不利的处理方法并进行计算分析。 对中国传统建筑混凝土结构中存在局部易开裂及受力不明确位置提出了合理、可靠的解决措施，确保结构具有更好的使用功能和抗震性能。

关键词: 传统建筑；框架￣剪力墙结构；结构选型；弹性时程分析；弹塑性时程分析；抗震构造措施

中图分类号:TU318 文献标志码:A 文章编号:1002￣848X(2022)01￣0030￣06

DOI:10. 19701 / j. jzjg. 20200076

Structural design and analysis of Guanyin Hall in Kaiyuan Temple

ZHOU Zhixing， ZHANG Kui， ZHOU Yu， LI Yufeng， LIN Jiao， JING Mingjuan， DING Huiyong

(China Jikan Research Institute of Engineering Investigations and Design， Co.， Ltd.， Xi’an 710043， China)

Abstract: Guanyin Hall of Kaiyuan Temple is a typical Tang style architecture with double eaves and veranda in China，there are few columns and large space in the room， the architraves in the sloping roof are interspersed with each other， theform is complex， and the architectural modeling is limited. YJK software was used to compare the period and displacementratio of frame￣shear wall structure and frame structure in detail， and the frame￣shear wall structure system with good overallseismic performance and section meeting the requirements of building shape was selected. Based on the complexrelationship between the elevation of the sloping roof and the large local openings which lead to the discontinuity of thevertical space of the project， the YJK software was used to establish spatial models with different layer concepts， and theresults such as the maximum inter layer displacement angle of the structure were compared and analyzed. The results showthat model 1 is safe and economical. YJK and PMSAP software were used to carry out elastic time￣history analysis underfrequent earthquake and elastic￣plastic time￣history analysis under rare earthquake. The results show that that theperformance of each component and the whole structure meet the seismic fortification requirements of “three levels”. At thesame time， the treatment method of structural seismic disadvantage caused by structural vertical irregularity was proposed，calculated and analyzed. Reasonable and reliable solutions to the local easy cracking and unclear stress position in theconcrete structure of Chinese traditional buildings were put forward， so as to ensure that the structure has better servicefunction and seismic performance.

Keywords: traditional architecture；frame￣shear wall structure；structure selection；elastic time￣history analysis；elasto￣plastic time￣history analysis；detail of seismic design

∗机械工业勘察设计研究院有限公司 2019 年度科技研发基金项目(11740502120190011)。

第一作者:周治兴，学士，教授级高级工程师，一级注册结构工程师，主要从事传统风格建筑研究与设计，Email:598577364@qq. com。

[引用本文] 周治兴，张奎，周禹，等. 开元寺观音殿结构设计与分析[ J]. 建筑结构，2022，52(1):30￣35. ZHOUZhixing，ZHANG Kui，ZHOU Yu，et al. Structural design and analysis of Guanyin Hall in Kaiyuan Temple[ J]. BuildingStructure，2022，52(1):30￣35.