UHPC石墙嵌缝加固的福建典型石结构抗震性能模拟与分析  

Seismic Performance Simulation and Analysis of Fujian Typical Stone Structure Reinforced by UHPC Stone Wallinfilled Joints

作　　者：施微丹 施建日 林环周[3] 耿丽 林婷婷 吴应雄[5] 王昊 SHI Weidan;SHI Jianri;LIN Huanzhou;GENG Li;LING Tingting;WU Yingxiong;WANG Hao(College of Civil Engineering,Fujian Chuanzheng Communications College,Fuzhou 350007,China;Fujian Provincial Institute of Architectural Design and Research Co.,Ltd,Fuzhou 350025,China;China Construction Fourth Engineering Division Corp.Ltd,Guangzhou 510630,China;Fujian Academy of Building Research Co Ltd,Fuzhou 350100,China;College of Civil Engineering of Fuzhou University,Fuzhou 350108,China;Fujian CIECC Planning&Design Research Group Co.,Ltd,Zhangzhou 363005,China)

机构地区：[1]福建船政交通职业学院土木工程学院,福建福州350007 [2]福建省建筑设计研究院有限公司,福建福州350025 [3]中国建筑第四工程局有限公司,广东广州510630 [4]福建省建筑科学研究院有限责任公司,福建福州350100 [5]福州大学土木工程学院,福建福州350108 [6]福建中咨规划设计研究集团有限公司,福建漳州363005

出　　处：《应用基础与工程科学学报》2024年第3期824-838,共15页Journal of Basic Science and Engineering

基　　金：福建省建设科技研究开发项目(2023-K-47);福建省教育厅中青年教师教育科研项目(JAT220550)。

摘　　要：福建沿海地区石结构民宅保有量大,石结构抗震性能较差.石墙是石结构主要的承重及抗侧力构件,超高性能混凝土(UHPC)嵌缝加固石墙可提高石结构的抗震性能.为探究石墙经过UHPC嵌缝加固后石结构的整体抗震性能,采用LS-DYNA有限元软件分别建立了未加固石墙和UHPC嵌缝加固石墙的两种石结构模型,研究石结构地震破坏全过程,分析结构地震响应、破坏机制和抗震性能.研究结果表明:石结构在地震作用下呈现“竖向倒塌”的破坏模式.在PGA为55gal和110gal的工况下,未加固结构的损伤状态为轻微破坏和整体坍塌;加固后结构的损伤状态分别为基本完好和中等破坏.相比未加固结构,加固后的石结构基本周期略有降低,楼面峰值加速度降低了21.05%~25.26%;位移角减小了74.90%~94.50%,加固后石墙开裂得到有效抑制,结构损伤程度有所减小,加固效果明显.In the coastal regions of Fujian,there are a large number of residential buildings constructed from stone,and they exhibits poor seismic resilience.Stone walls are the main load-bearing and lateral force resistant components of stone structures.Strengthening stone walls with UHPC infilled joints can improve the seismic performance of stone structures.To explore the overall seismic performance of stone structures after UHPC infilled joints,this study utilized the LS-DYNA finite element software to establish two distinct models of stone structures:one without reinforcement and another reinforced with UHPC infilled joints.The research aimed to investigate the complete seismic failure process,analyzed the seismic response,failure mechanisms,and performance of the structures.Findings reveal that the stone structure exhibits a“vertical collapse”failure mode under seismic action.For PGA of 55 gal and 110 gal,the unreinforced structures exhibited minor to complete collapse,whereas the reinforced structures showed conditions ranging from minor damage to moderate destruction.Compared with the unreinforced structure,the fundamental period of the reinforced stone structure is slightly reduced,the peak acceleration of floor has decreased by 21.05%to 25.26%,and the displacement angle was reduced by 74.90%to 94.50%.The infilled joints reinforcement effectively curtailed stone wall cracking,mitigated structural damage,and significantly enhanced reinforcement effectiveness.

关 键 词：石结构 石墙 抗震加固 嵌缝加固 UHPC LS-DYNA 有限元模拟 

分 类 号：TU352.1[建筑科学—结构工程]