{"title":"非对称砌体拱倒塌的两种不同方法:Monasterio处理与极限平衡分析","authors":"D. Aita, A. Sinopoli","doi":"10.1061/(ASCE)EM.1943-7889.0001989","DOIUrl":null,"url":null,"abstract":"AbstractThis research can be viewed as a development of the critical review of the Monasterio’s manuscript Nueva teorica sobre el empuje de bovedas, proposed by the authors in previous studies; thi...","PeriodicalId":299892,"journal":{"name":"Journal of Engineering Mechanics-asce","volume":"25 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2021-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis\",\"authors\":\"D. Aita, A. Sinopoli\",\"doi\":\"10.1061/(ASCE)EM.1943-7889.0001989\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"AbstractThis research can be viewed as a development of the critical review of the Monasterio’s manuscript Nueva teorica sobre el empuje de bovedas, proposed by the authors in previous studies; thi...\",\"PeriodicalId\":299892,\"journal\":{\"name\":\"Journal of Engineering Mechanics-asce\",\"volume\":\"25 1\",\"pages\":\"0\"},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2021-10-01\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Journal of Engineering Mechanics-asce\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.1061/(ASCE)EM.1943-7889.0001989\",\"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.1943-7889.0001989","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
Two Different Approaches for Collapse of Nonsymmetric Masonry Arches: Monasterio’s Treatment versus Limit Equilibrium Analysis
AbstractThis research can be viewed as a development of the critical review of the Monasterio’s manuscript Nueva teorica sobre el empuje de bovedas, proposed by the authors in previous studies; thi...
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