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SP-211: Large-Scale Structural Testing最新文献

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Seismic Performance of Outrigger Beam-Wall Connections 伸出式梁墙连接的抗震性能
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12592
B. Shahrooz, Gokhan Tunc, J. Deason
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引用次数: 0
Test Set-Up for Testing Full Scale Continuous Reinforced Concrete Flat Slabs Under Vertical Loads 垂直荷载下全尺寸连续钢筋混凝土平板试验装置
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12595
A. Sherif, W. Dilger
{"title":"Test Set-Up for Testing Full Scale Continuous Reinforced Concrete Flat Slabs Under Vertical Loads","authors":"A. Sherif, W. Dilger","doi":"10.14359/12595","DOIUrl":"https://doi.org/10.14359/12595","url":null,"abstract":"The unique test set-up described in this paper facilitates the testing of full scale continuous reinforces concrete flat flabs that have spans up to 6 m under vertical loading. The boundary frames that provide realistic boundary conditions along lines of zero shear of part of a slab centered about an exterior column and the adjacent interior column are the main features of the new test set-up. This test set-up enables the determining of the effect of the membrane action on the punchiong shear strength of slab column connections as well as the moment redistribution in a continuous flat slab.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"10 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":"125139867","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}
引用次数: 1
"Full Scale Load Tests of Canada Place Pier, Vancouver" 温哥华加拿大广场码头全尺寸荷载试验
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12585
O. S. Ooi, F. Bjoerk, G. J. Harrison, N. Cumming
{"title":"\"Full Scale Load Tests of Canada Place Pier, Vancouver\"","authors":"O. S. Ooi, F. Bjoerk, G. J. Harrison, N. Cumming","doi":"10.14359/12585","DOIUrl":"https://doi.org/10.14359/12585","url":null,"abstract":"The Canada Place Cruise Terminal in Vancouver was constructed originally in the 1920s. This paper describes the performance of the structural repairs and upgrading of the cruise terminal pier in 2001. The work included placement and densification of a gravel berm and installation of vertical drains to control the potential for liquefaction and soil movement during the design seismic event, and the driving of more than three hundred 914 mm diameter steel pipe piles to support the new deck and steel frame building.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"4 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":"133864556","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}
引用次数: 0
Strongback Beam for 7-Wire Unbonded Monostrand Evaluation 用于7线非键合单链评价的支撑梁
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12584
C. Macdougall, F. Bartlett
{"title":"Strongback Beam for 7-Wire Unbonded Monostrand Evaluation","authors":"C. Macdougall, F. Bartlett","doi":"10.14359/12584","DOIUrl":"https://doi.org/10.14359/12584","url":null,"abstract":"The paper describes the design of a strongback beam for testing 7-wire tendons. The beam simulates the load and displacement boundary conditions of an unbonded tendon in a posttensioned concrete slab. The second part of the paper investigates the performance of the apparatus, including the accuracy of the instrumentation for measuring tendon load, elongation, and wire strains. The final part demonstrates how the apparatus can be used to test 7-wire strands with broken wires and so provide engineers with quantifiable limits on techniques for detecting tendon breaks such as the screwdriver penetration test.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"2011 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":"121621425","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}
引用次数: 2
Important Aspects of Executing Large Scale Load Tests 执行大规模负载测试的重要方面
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12597
J. Warner
{"title":"Important Aspects of Executing Large Scale Load Tests","authors":"J. Warner","doi":"10.14359/12597","DOIUrl":"https://doi.org/10.14359/12597","url":null,"abstract":"The paper provides a summary of the requirements for the performance of large scale structural load tests as provided by ACI 437. The logistics of load tests are discussed in detail. The review includes preloading surveys and documentation, provision of shoring and other required preparation of the test area, selection of the load media and its application, and the required monitoring and control.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"113 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":"124173336","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}
引用次数: 0
Full-Scale Testing of Wacker Drive Viaduct Prototype 瓦克驱动高架桥原型的全尺寸测试
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12583
J. Pearson, G. Klein, M. Issa, S. Kaderbeck
{"title":"Full-Scale Testing of Wacker Drive Viaduct Prototype","authors":"J. Pearson, G. Klein, M. Issa, S. Kaderbeck","doi":"10.14359/12583","DOIUrl":"https://doi.org/10.14359/12583","url":null,"abstract":"","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"11 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":"130267613","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}
引用次数: 0
Pseudo-Dynamic and Forced Vibration Tests of a Full-Size Two-Story Reinforced High-Performance Concrete Building 某实尺寸两层高性能钢筋混凝土建筑的拟动力与强制振动试验
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12588
P. Poultre, J. Proulx, S. Mousseau, T. Prevost, C. Savard
{"title":"Pseudo-Dynamic and Forced Vibration Tests of a Full-Size Two-Story Reinforced High-Performance Concrete Building","authors":"P. Poultre, J. Proulx, S. Mousseau, T. Prevost, C. Savard","doi":"10.14359/12588","DOIUrl":"https://doi.org/10.14359/12588","url":null,"abstract":"This paper describes a unique research program on the seismic behavior of a full-size high strength concrete (HSC) two-story frame structure. The originality of the research resides in the combination of systematic forced vibration tests and seismic pseudo-dynamic tests with increasing acceleration levels. This extensive test series will make it possible to study the seismic behavior of HSC structures and to accurately evaluate the level of damage imposed on the building. Horizontal and vertical acceleration frequency responses were obtained at several locations on both floors of the two story HPC building, which was submitted to harmonic loading. The responses were used to extract the structure's key dynamic properties, such as vibration frequencies and mode shapes, as well as modal damping ratios.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"42 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":"124701467","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}
引用次数: 5
Fatigue Testing of Two Full-Size Pre-Cracked AASHTO Bridge Girders 两根全尺寸预裂AASHTO桥梁疲劳试验
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12582
P. Zia, M. Kowalski, G. Ellen, S. Longo
{"title":"Fatigue Testing of Two Full-Size Pre-Cracked AASHTO Bridge Girders","authors":"P. Zia, M. Kowalski, G. Ellen, S. Longo","doi":"10.14359/12582","DOIUrl":"https://doi.org/10.14359/12582","url":null,"abstract":"This research provides vital data on fatigue performance of full size prestressed concrete bridge girders, especially with pre-existing crack. The testing was conducted using one AASHTP Type III girder and one AASHTO Type V girder. The girders were subjected to 1,000,000 cycles of repeated fatigue load along with 2,500 cycles of repeated overload. Both girders showed no degradation of stiffness and strength after 1,000,000 cycles of fatigue service load and 2,500 cycles of fatigue overload.","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"298 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":"116387546","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}
引用次数: 5
Effect of Openings on Structural Performance of Unreinforced Masonry Infilled Frames 开孔对无筋砌体框架结构性能的影响
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12593
G. Al-Chaar, G. E. Lamb, M. Issa
{"title":"Effect of Openings on Structural Performance of Unreinforced Masonry Infilled Frames","authors":"G. Al-Chaar, G. E. Lamb, M. Issa","doi":"10.14359/12593","DOIUrl":"https://doi.org/10.14359/12593","url":null,"abstract":"The paper presented the effect of openings on structural performance of reinforced masonry infilled frames in terms of observed changes in strength and stiffness. A simplified empirical relationship accounted for the reduction in strength and stiffness based on the area of openings in each panel. The paper demonstrated that the same eccentric equivalent strut method in conjunction with the strength reduction factor for openings can be applied to predict the strength of perforated infill panels. Further research and experimental data is recommended to determine the appropriate deformation capacity of the strut in order to accurately predict the initial stiffness and displacement at ultimate load for infill panels with openings.","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":"114935906","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}
引用次数: 30
Experimental and Analytical Studies on Large-Scale Reinforced Concrete Framed Shear Walls 大型钢筋混凝土框架剪力墙试验与分析研究
SP-211: Large-Scale Structural Testing Pub Date : 2003-02-01 DOI: 10.14359/12591
Y. Chiou, Y. Mo, F. Hsiao, Y. Liou, M. Sheu
{"title":"Experimental and Analytical Studies on Large-Scale Reinforced Concrete Framed Shear Walls","authors":"Y. Chiou, Y. Mo, F. Hsiao, Y. Liou, M. Sheu","doi":"10.14359/12591","DOIUrl":"https://doi.org/10.14359/12591","url":null,"abstract":"","PeriodicalId":234920,"journal":{"name":"SP-211: Large-Scale Structural Testing","volume":"65 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":"124591131","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}
引用次数: 4
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