{"title":"Full-Scale Testing of Seal Slab/Pile Interface Bond","authors":"G. Mullins, R. Sen, R. Sosa, Moussa A. Issa","doi":"10.14359/12596","DOIUrl":"https://doi.org/10.14359/12596","url":null,"abstract":"","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127182301","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":"Flexural and Shear Strengthenings of RC Beams Using Carbon Fiber Reinforced Polymer Laminates","authors":"C.-T. T. Hsu, W. Punurai, Z. Zhang","doi":"10.14359/12586","DOIUrl":"https://doi.org/10.14359/12586","url":null,"abstract":"The objectives of this paper were to study the ductile and brittle behavior of carbon fiber reinforced polymer (CFRP) strengthened concrete beams, under different steel ratio, and with or without end anchorage; and to investigate the delamination of CFRP strengthened concrete beams under monotonic and cyclic load, with or without end anchorage. Results of the performed tests demonstrate the feasibility of using externally applied, epoxy bonded CFRP system to restore or increase the shear capacity of reinforced concrete beams.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"14 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134104939","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":"Lateral Load Tests of Unbonded Post-Tensioned Precast Concrete Walls","authors":"F. J. Perez, S. Pessiki, R. Sause, Le-wu Lu","doi":"10.14359/12589","DOIUrl":"https://doi.org/10.14359/12589","url":null,"abstract":"The paper discusses the behavior of unbonded posttensioned precast concrete walls subjected to static monitonic and cyclic lateral loads. Dynamic analysis results indicate that unbonded posttensioned precast walls have large flexural ductility and self-centering capacity without sustaining significant damage and excessive drift under moderate to severe earthquakes.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"2 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127892304","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}
Y. Chiou, Y. Liou, Y. Mo, F. Hsiao, M. Sheu, C. T. Shih
{"title":"Repair of Large Scale Reinforced Concrete Framed Shear Walls with Opening","authors":"Y. Chiou, Y. Liou, Y. Mo, F. Hsiao, M. Sheu, C. T. Shih","doi":"10.14359/12594","DOIUrl":"https://doi.org/10.14359/12594","url":null,"abstract":"This study's object was to quantitatively evaluate the cyclic performance of original and repaired structures by various schemes of seismic retrofit of structures. Ten large scale repaired framed wall specimens subjected to reversed cyclic lateral loading were tested and a prediction model was proposed to analyze the experimental results. Three specimens were repaired with epoxy and the other specimens were repaired by various methods, such as enlargement of the column size, addition of wing walls adjacent to the boundary columns, steel jacket addition to the joints of beam-column, and use of steel bracings on the wall. The experimental results showed that the cyclic resistance capacities of repaired specimens are better than those of the prototype ones, and either strength or ductility of the repaired specimens is superior to the original specimens.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"50 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130464393","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":"Shear Tests on Beams Cut from ASR-Affected Bridge Decks","authors":"J. D. Uijl, N. Kaptijn","doi":"10.14359/12587","DOIUrl":"https://doi.org/10.14359/12587","url":null,"abstract":"This paper reports on the shear capacity of flat slab bridges without reinforcement that have suffered from alkali-silica reaction (ASR). The study loaded six beams sawn from two bridges in bending until failure and a theoretical analysis was carried. The process investigated the effect of an anisotropic tensile strength on the shear capacity. The results led to some of the following conclusions: because of the reduction of the tensile strength caused by ASR, the failure mechanism is of the diagonal tension type; the average capacity in case of shear failure was 75% of the value that would have been expected when no ASR-damage had occurred; and the shear resistance of a member without shear reinforcement that suffered from ASR can be estimated on the basis of the tensile strength in vertical direction, the tensile strength ratio, and the prestress caused by partly restraint ASR expansion.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"28 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2003-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125948605","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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