{"title":"增强带开槽螺栓减震器的混合钢架-轻木剪力墙结构的抗震能力:使用 \"DowelType \"滞回模型进行设计参数和性能评估","authors":"Hanlin Dong, Jingyan Tao, Xijun Wang, Jing Luo","doi":"10.1016/j.istruc.2024.107229","DOIUrl":null,"url":null,"abstract":"Incorporating slotted-bolted dampers into multi-story hybrid Steel Frame – Light Wood Shear Wall (SF-LWSW) structures presents a promising avenue to enhance seismic resilience. This study conducts comprehensive seismic performance assessments utilizing nonlinear time-history analyses across a suite of earthquakes. The research establishes both a detailed and a simplified numerical modeling approach, employing the “DowelType” hysteretic model tailored to simulate the shear behavior of dowel-type fasteners in wood structures. Key structural design parameters encompass the wall-to-frame stiffness ratio, the damper activation load level, and the slot length. The inter-story drift, the residual drift, the wall force level, and the frame force level are selected as performance indicators. Results show that the dampers are efficient in reducing inter-story drifts, particularly for upper stories and structures with large stiffness ratios. The application of dampers substantially mitigates the shear forces within the walls, culminating in structurally resilient systems even under major earthquakes.","PeriodicalId":48642,"journal":{"name":"Structures","volume":null,"pages":null},"PeriodicalIF":3.9000,"publicationDate":"2024-09-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Enhancing seismic resilience in hybrid steel frame – Light wood shear wall structures with slotted-bolted dampers: Design parameters and performance evaluation using “DowelType” hysteretic model\",\"authors\":\"Hanlin Dong, Jingyan Tao, Xijun Wang, Jing Luo\",\"doi\":\"10.1016/j.istruc.2024.107229\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Incorporating slotted-bolted dampers into multi-story hybrid Steel Frame – Light Wood Shear Wall (SF-LWSW) structures presents a promising avenue to enhance seismic resilience. This study conducts comprehensive seismic performance assessments utilizing nonlinear time-history analyses across a suite of earthquakes. The research establishes both a detailed and a simplified numerical modeling approach, employing the “DowelType” hysteretic model tailored to simulate the shear behavior of dowel-type fasteners in wood structures. Key structural design parameters encompass the wall-to-frame stiffness ratio, the damper activation load level, and the slot length. The inter-story drift, the residual drift, the wall force level, and the frame force level are selected as performance indicators. Results show that the dampers are efficient in reducing inter-story drifts, particularly for upper stories and structures with large stiffness ratios. The application of dampers substantially mitigates the shear forces within the walls, culminating in structurally resilient systems even under major earthquakes.\",\"PeriodicalId\":48642,\"journal\":{\"name\":\"Structures\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":3.9000,\"publicationDate\":\"2024-09-05\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Structures\",\"FirstCategoryId\":\"5\",\"ListUrlMain\":\"https://doi.org/10.1016/j.istruc.2024.107229\",\"RegionNum\":2,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q1\",\"JCRName\":\"ENGINEERING, CIVIL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Structures","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1016/j.istruc.2024.107229","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
Enhancing seismic resilience in hybrid steel frame – Light wood shear wall structures with slotted-bolted dampers: Design parameters and performance evaluation using “DowelType” hysteretic model
Incorporating slotted-bolted dampers into multi-story hybrid Steel Frame – Light Wood Shear Wall (SF-LWSW) structures presents a promising avenue to enhance seismic resilience. This study conducts comprehensive seismic performance assessments utilizing nonlinear time-history analyses across a suite of earthquakes. The research establishes both a detailed and a simplified numerical modeling approach, employing the “DowelType” hysteretic model tailored to simulate the shear behavior of dowel-type fasteners in wood structures. Key structural design parameters encompass the wall-to-frame stiffness ratio, the damper activation load level, and the slot length. The inter-story drift, the residual drift, the wall force level, and the frame force level are selected as performance indicators. Results show that the dampers are efficient in reducing inter-story drifts, particularly for upper stories and structures with large stiffness ratios. The application of dampers substantially mitigates the shear forces within the walls, culminating in structurally resilient systems even under major earthquakes.
期刊介绍:
Structures aims to publish internationally-leading research across the full breadth of structural engineering. Papers for Structures are particularly welcome in which high-quality research will benefit from wide readership of academics and practitioners such that not only high citation rates but also tangible industrial-related pathways to impact are achieved.