（1 華潤置地有限公司， 深圳 518057； 2 中國建筑科學研究院有限公司，  北京 100013）

［摘要］為研究裝配式剪力墻結構中預制內嵌外圍護墻對主體結構抗震性能的影響及為結構設計提供依據，選取了3個典型工程作為案例，對整體結構模型進行了彈性分析和彈塑性分析，從結構模態、層間位移角、層剪力、側向剛度、整體及局部破壞情況等角度，分析了圍護墻對結構抗震性能的影響。結果表明：彈性分析時圍護墻對主體結構剛度貢獻顯著，導致結構周期減小，層間位移角減小且在圍護墻起始層存在層間位移角突變現象，層剪力增大；彈塑性分析時與不含圍護墻的模型相比，含圍護墻模型的層間位移角減小，層剪力增大，圍護墻未優化時與結構構件共同受力破壞，采用優化構造可顯著減小圍護墻的不利影響?；诜治鼋Y果，建議工程中應優先在圍護墻與主體結構之間采取有效的隔離措施；當圍護墻未優化時應根據工程情況補充進行彈塑性分析，并采取局部加強措施。

［關鍵詞］裝配式剪力墻結構；預制內嵌外圍護墻；抗震性能；彈塑性分析

中圖分類號：TU973-2文獻標識碼：A文章編號：1002-848X(2021)05-0017-10

Calculation analysis of seismic behavior of assembled shear wall structure with precast embedded enclosure wall

ZHAO Depeng1, ZHOU Jian2, TIAN Chunyu2, PAN Binghong1, LIU Rong1

(1 China Resources Land Co., Ltd., Shenzhen 518057, China; 2 China Academy of Building Research Co., Ltd., Beijing 100013, China)

Abstract:To study the effects of precast embedded enclosure walls on the seismic behavior of main structure in assembled shear wall structure and provide evidence for structural design, three typical projects were chosen as cases, elastic analysis and elastic-plastic analysis were carried out for their whole structural models, the effects of enclosure walls on  the seismic behavior of structures were analyzed from the respects of structural modal, story drift, story shear force, lateral stiffness, whole and local damage. It is indicated that enclosure walls make a great contribution for structural stiffness, thus structural period is shorten, story drift decreases and a sudden change appears in the start floor of enclosure walls, and story force increases for the elastic analysis.  Compared with the model without enclosure walls, the elastic-plastic analysis of the model with enclosure walls shows that the story drift decreases, the story shear force increases, and enclosure walls without optimization  bear loads and fail with structural elements integrally. The negative impact of enclosure walls can be alleviated observably by adopting optimized measures. Based on the analysis results, it is suggested that effective isolation measures should be adopted between enclosure walls and main structure preferentially, elastic-plastic analysis and local strengthening measures could be taken according to the project situation when the enclosure walls without optimization are used.

Keywords:assembled shear wall structure;precast embedded enclosure wall;seismic behavior;elastic-plastic analysis

*中國建筑科學研究院有限公司課題（20190106330730003）。

作者簡介：趙德鵬，學士，高級工程師，一級注冊結構工程師，Email：zhaodepeng@crland.com.cn；通信作者：周劍，碩士，工程師，Email：zhoujian@cabrtech.com。