{"title":"Structural Systems for Concrete Buildings","authors":"M. Mota, B. Taranath","doi":"10.14359/18291","DOIUrl":"https://doi.org/10.14359/18291","url":null,"abstract":"","PeriodicalId":267220,"journal":{"name":"SP-240: Performance-Based Design of Concrete Building for Wind Loads","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131356093","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":"Modeling Assumptions for Lateral Analysis","authors":"J. Horvilleur, V. B. Patel, K. Young","doi":"10.14359/18292","DOIUrl":"https://doi.org/10.14359/18292","url":null,"abstract":"","PeriodicalId":267220,"journal":{"name":"SP-240: Performance-Based Design of Concrete Building for Wind Loads","volume":"137 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116724654","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":"The Nature of Wind Loads and Dynamic Response","authors":"D. Boggs, J. Dragovich","doi":"10.14359/18290","DOIUrl":"https://doi.org/10.14359/18290","url":null,"abstract":"Synopsis: The elements of dynamic response are presented. Using the model of a single degree of freedom oscillator, the nature of wind loads and their effect on dynamic response are discussed. The results of the response of a single degree of freedom oscillator are used to describe the current building code procedures. The measured damping in structures is presented and conclusions regarding the appropriate level of damping to use as a function of drift are presented. Finally, issues related to the use of load factors are highlighted.","PeriodicalId":267220,"journal":{"name":"SP-240: Performance-Based Design of Concrete Building for Wind Loads","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129676477","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":"Wind Tunnel Methods","authors":"D. Boggs, A. Lepage","doi":"10.14359/18294","DOIUrl":"https://doi.org/10.14359/18294","url":null,"abstract":"Synopsis: Wind-tunnel testing is introduced as a means of providing accurate design loads for the structural frames of buildings in a timely and economic manner, overcoming the inherent limitations of code and analytical procedures. Various types of model tests and their relative advantages are described. The nature of the information that the building’s structural engineer must supply to the wind consultant, and the loading information that can be expected in return, are investigated through examples and explanation.","PeriodicalId":267220,"journal":{"name":"SP-240: Performance-Based Design of Concrete Building for Wind Loads","volume":"2 7","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131436763","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":"Components of Lateral Deflection in Sway Frames","authors":"J. Horvilleur, V. B. Patel, K. Young","doi":"10.14359/18293","DOIUrl":"https://doi.org/10.14359/18293","url":null,"abstract":"","PeriodicalId":267220,"journal":{"name":"SP-240: Performance-Based Design of Concrete Building for Wind Loads","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116271659","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":"Performance-Based Design of RC Buildings for Wind Loads - Overview and Issues","authors":"J. Bracci","doi":"10.14359/18289","DOIUrl":"https://doi.org/10.14359/18289","url":null,"abstract":"","PeriodicalId":267220,"journal":{"name":"SP-240: Performance-Based Design of Concrete Building for Wind Loads","volume":"13 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2006-10-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131497698","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}