{"title":"Experimental verification of strut-and-tie models","authors":"D. Mitchell, W. D. Cook, C. M. Uribe, S. Alcocer","doi":"10.14359/12411","DOIUrl":"https://doi.org/10.14359/12411","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129118784","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Beam with indirect support and loading","authors":"Wiryanto Dewobroto, Darl-Heinz Reineck","doi":"10.14359/12418","DOIUrl":"https://doi.org/10.14359/12418","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"8 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116169223","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Deep beam design in accordance with ACI 318-2002","authors":"C. M. Uribe, S. Alcocer","doi":"10.14359/12412","DOIUrl":"https://doi.org/10.14359/12412","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130806584","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Strut-and-tie modle cable stayed bridge pier table","authors":"Bob Anderson","doi":"10.14359/12420","DOIUrl":"https://doi.org/10.14359/12420","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"12 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133226790","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"High wall with two openings","authors":"R. Barnes","doi":"10.14359/12421","DOIUrl":"https://doi.org/10.14359/12421","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"11 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125368232","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Dapped-end T-beam supported by an inverted T-beam","authors":"D. Sanders","doi":"10.14359/12414","DOIUrl":"https://doi.org/10.14359/12414","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"434 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131981633","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Deep beam with opening","authors":"L. Novak, H. Sprenger","doi":"10.14359/12417","DOIUrl":"https://doi.org/10.14359/12417","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"39 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124463747","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Alternative design for the non-slender beam (deep beam)","authors":"T. Tjhin, D. Kuchma","doi":"10.14359/12413","DOIUrl":"https://doi.org/10.14359/12413","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"114 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132331368","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
This paper details the decisions made by ACI Committee 318 to introduce strut-and-tie models into the 2002 ACI Code. Code statements concerning the layout of strut-and-tie models for design are reviewed. The format and values of the effective compression strength of struts are presented. The first step was to derive an effective compression strength which gave the same cross-sectional area and strength using Appendix A as required by another code for the same concrete strength and unfactored loads. The final selection of design values of the effective compression strength considered test results, values in the literature, values from other codes, and ACI Code design strengths for similar stress situations. A similar derivation of the effective compression strengths of nodal zones is summarized. Description of the geometry of nodal zones in code language proved difficult. Tie design is described, and requirements for nominal reinforcement are given. Nominal reinforcement is provided to add ductility, improve the possibility of redistribution of internal forces, and to control cracks at service loads.
{"title":"Derivation of strut-and-tie models for the 2002 ACI Code","authors":"J. G. Macgregor","doi":"10.14359/12410","DOIUrl":"https://doi.org/10.14359/12410","url":null,"abstract":"This paper details the decisions made by ACI Committee 318 to introduce strut-and-tie models into the 2002 ACI Code. Code statements concerning the layout of strut-and-tie models for design are reviewed. The format and values of the effective compression strength of struts are presented. The first step was to derive an effective compression strength which gave the same cross-sectional area and strength using Appendix A as required by another code for the same concrete strength and unfactored loads. The final selection of design values of the effective compression strength considered test results, values in the literature, values from other codes, and ACI Code design strengths for similar stress situations. A similar derivation of the effective compression strengths of nodal zones is summarized. Description of the geometry of nodal zones in code language proved difficult. Tie design is described, and requirements for nominal reinforcement are given. Nominal reinforcement is provided to add ductility, improve the possibility of redistribution of internal forces, and to control cracks at service loads.","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134241382","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Corbel at column","authors":"T. Tjhin, D. Kuchma","doi":"10.14359/12415","DOIUrl":"https://doi.org/10.14359/12415","url":null,"abstract":"","PeriodicalId":175040,"journal":{"name":"SP-208: Examples for the Design of Structural Concrete with Strut-and-Tie Models","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2002-10-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124573764","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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