{"title":"爆破荷载作用下拱砌体墙体的非线性刚柔多体模型","authors":"I. Edri, D. Yankelevsky, O. Rabinovitch","doi":"10.1061/(asce)em.1943-7889.0001894","DOIUrl":null,"url":null,"abstract":"AbstractThe blast response of arching masonry walls is a challenging and complex structural mechanism that involves a range of physical phenomena, such as rocking, cracking, unloading and reloading...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"17 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":"{\"title\":\"Nonlinear Rigid–Flexible Multibody Modeling of Arching Masonry Walls Subjected to Blast Loading\",\"authors\":\"I. Edri, D. Yankelevsky, O. Rabinovitch\",\"doi\":\"10.1061/(asce)em.1943-7889.0001894\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractThe blast response of arching masonry walls is a challenging and complex structural mechanism that involves a range of physical phenomena, such as rocking, cracking, unloading and reloading...\",\"PeriodicalId\":299892,\"journal\":{\"name\":\"Journal of Engineering Mechanics-asce\",\"volume\":\"17 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-03-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"3\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Engineering Mechanics-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(asce)em.1943-7889.0001894\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Engineering Mechanics-asce","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1061/(asce)em.1943-7889.0001894","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Nonlinear Rigid–Flexible Multibody Modeling of Arching Masonry Walls Subjected to Blast Loading
AbstractThe blast response of arching masonry walls is a challenging and complex structural mechanism that involves a range of physical phenomena, such as rocking, cracking, unloading and reloading...
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