剪力墙加固研究综述
Review of Shear Wall Strengthening Research
DOI: 10.12677/hjce.2025.146160, PDF,    科研立项经费支持
作者: 韩 剑, 席 凯：中建海创(陕西)建设有限公司，陕西 西安；黄镇斌, 潘姣姣*：西京学院土木工程学院，陕西 西安；陕西省混凝土结构安全与耐久性重点实验室，陕西 西安
关键词: 剪力墙；加固方法；高层结构体系；Shear Wall； Strengthening Methods； High-Rise Structural System
摘要: 既有建筑物在长期的使用环境和自然环境下，将不可避免的逐渐损坏，丧失其原有功能，因此科学有效的鉴定与加固可使不能达到安全使用要求的建筑物重新发挥其结构功能和安全使用功能，具有重要的经济意义和现实意义。剪力墙作为高层结构体系中的主要抗侧力构件，能够有效控制结构的水平侧移，对结构的抗震性能具有显著影响。本文首先对剪力墙加固的国内外研究现状进行介绍，其次对加固方法及优缺点进行概况总结，为我国剪力墙加固的研究与应用提供参考。
Abstract: Existing buildings inevitably undergo gradual deterioration due to long-term service conditions and environmental impacts, leading to the loss of their original functionality. Scientific and effective assessment and strengthening can restore the structural integrity and safety of buildings that no longer meet safety requirements, which holds significant economic and practical importance. As primary lateral load-resisting members in high-rise structural systems, shear walls effectively control lateral displacement and critically influence the seismic performance of structures. This paper first provides an overview of current research on shear wall strengthening both domestically and internationally. Subsequently, it summarizes various strengthening methods, along with their respective advantages and disadvantages, aiming to offer a reference for future research and engineering applications of shear wall strengthening.
文章引用：韩剑, 席凯, 黄镇斌, 潘姣姣. 剪力墙加固研究综述[J]. 土木工程, 2025, 14(6): 1492-1497. https://doi.org/10.12677/hjce.2025.146160

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