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Sensitivity Analysis on Seismic Performance of Pile-Group Supported Bridges under Combined Effects of Scour and Liquefaction Hazards 冲刷和液化共同作用下群桩支撑桥梁抗震性能敏感性分析
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.015
Xiaowei Wang, A. Ye
{"title":"Sensitivity Analysis on Seismic Performance of Pile-Group Supported Bridges under Combined Effects of Scour and Liquefaction Hazards","authors":"Xiaowei Wang, A. Ye","doi":"10.1061/9780784482230.015","DOIUrl":"https://doi.org/10.1061/9780784482230.015","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"44 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134390914","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
How Levels of Fabrication Precision Can Lead to Improved Quality in Light Frame Wood Construction 制造精度水平如何提高轻框架木结构的质量
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482223.007
W. J. Kirkham
{"title":"How Levels of Fabrication Precision Can Lead to Improved Quality in Light Frame Wood Construction","authors":"W. J. Kirkham","doi":"10.1061/9780784482223.007","DOIUrl":"https://doi.org/10.1061/9780784482223.007","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130153729","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
Detection and Monitoring of Cracks in Reinforced Concrete Using an Elastic Sensing Skin 基于弹性传感蒙皮的钢筋混凝土裂缝检测与监测
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.009
Jin Yan, Austin Downey, A. Cancelli, S. Laflamme, An-Li Chen
{"title":"Detection and Monitoring of Cracks in Reinforced Concrete Using an Elastic Sensing Skin","authors":"Jin Yan, Austin Downey, A. Cancelli, S. Laflamme, An-Li Chen","doi":"10.1061/9780784482230.009","DOIUrl":"https://doi.org/10.1061/9780784482230.009","url":null,"abstract":"A sensing skin has been employed to detect and monitor cracks in reinforced concrete specimens. This sensing skin is constituted of a flexible electronic termed soft elastomeric (SEC) capacitor, which detects a change in strain through changes in capacitance. The SEC is a low cost and robust sensing technology that has previously been studied for the monitoring of fatigue cracks in steel bridges. The sensor is highly elastic and as such offers a unique capability to detect and monitor the growth of cracks in structural elements. In this study, an array of surfacedeployed SECs was used to detect and locate bending-induced cracks. To validate the proposed approach, an experimental campaign was conducted using reinforced concrete beams. Threepoint bending tests were conducted on two small-scale reinforced concrete beams. Different configurations of SEC arrays were used on the two specimens to assess the capacity and limitation of the proposed approach. Results show that the sensing skin was capable of detecting and localizing cracks that formed in both specimens. Additionally, the sensor is shown to offer a good signal-to-noise ratio and thus could represent a cost-effective alternative to current sensing technologies for the monitoring of cracks in concrete structures.","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"51 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"114348025","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
Performance of Steel Grain Silos and Rural Communities to Windstorms 钢粮仓和农村社区在暴风雨中的表现
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482247.027
Lianne Brito, C. Wittich
{"title":"Performance of Steel Grain Silos and Rural Communities to Windstorms","authors":"Lianne Brito, C. Wittich","doi":"10.1061/9780784482247.027","DOIUrl":"https://doi.org/10.1061/9780784482247.027","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116355290","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
Merging State-of-the-Art Research with Modern Practices to Improve the Quality of Wood Structures Exposed to Decay Fungi 将最先进的研究与现代实践相结合，以提高暴露于腐烂真菌的木结构的质量
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482223.008
Jae H. Kim, E. Sutley, Felix Martin
{"title":"Merging State-of-the-Art Research with Modern Practices to Improve the Quality of Wood Structures Exposed to Decay Fungi","authors":"Jae H. Kim, E. Sutley, Felix Martin","doi":"10.1061/9780784482223.008","DOIUrl":"https://doi.org/10.1061/9780784482223.008","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123215253","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
Behavior of Slender GFRP Reinforced Concrete Columns 细长GFRP钢筋混凝土柱的性能
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.010
Koosha Khorramian, P. Sadeghian
{"title":"Behavior of Slender GFRP Reinforced Concrete Columns","authors":"Koosha Khorramian, P. Sadeghian","doi":"10.1061/9780784482230.010","DOIUrl":"https://doi.org/10.1061/9780784482230.010","url":null,"abstract":"This paper presents an experimental and analytical study on slender concrete columns reinforced with glass fiber-reinforced polymer (GFRP) bars. The experimental program included ten concrete columns with rectangular cross-section (203 × 305 mm) where nine of them were reinforced with #6 GFRP bars and one of them was reinforced with steel rebars. Three different reinforcement ratios of 4.70, 2.82, and 2.04 as well as four slenderness ratios of 17, 22, 40, and 60 were considered under two load eccentricities of 0.1 and 0.25 of width of the cross-section. The analytical model considered the material nonlinearity as well as the geometric nonlinearity. The model was verified against an independent experimental program. The model showed that as the load eccentricity and slenderness ratio increase, the load capacity decreases and as the reinforcement ratios increases, the load capacity slightly increases which shows effectiveness of GFRP bars in compression.","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131642969","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: 9
The Need for a Comprehensive Standard/Code for the Design of Bins and Silos in the USA 在美国需要一个全面的箱仓和筒仓设计标准/规范
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.034
J. Sagarnaga, A. Kulkarni
{"title":"The Need for a Comprehensive Standard/Code for the Design of Bins and Silos in the USA","authors":"J. Sagarnaga, A. Kulkarni","doi":"10.1061/9780784482230.034","DOIUrl":"https://doi.org/10.1061/9780784482230.034","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128092776","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
Non-Stationary Characteristics of Tornadoes and Induced Dynamic Impact on a Large-Span Dome Structure 龙卷风非平稳特性及其对大跨度穹顶结构的诱导动力冲击
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.035
Tiantian Li, G. Yan, F. Yuan, Genda Chen
{"title":"Non-Stationary Characteristics of Tornadoes and Induced Dynamic Impact on a Large-Span Dome Structure","authors":"Tiantian Li, G. Yan, F. Yuan, Genda Chen","doi":"10.1061/9780784482230.035","DOIUrl":"https://doi.org/10.1061/9780784482230.035","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"6 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129782299","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
Lateral Load Resistance of a Novel Connection Detailing for Structural Wall-Floor Slab Joint Region 一种新型结构墙-楼板结合部连接构件的抗侧力研究
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482247.026
S. Salim, Jaya Krishnan Prabhakaran
{"title":"Lateral Load Resistance of a Novel Connection Detailing for Structural Wall-Floor Slab Joint Region","authors":"S. Salim, Jaya Krishnan Prabhakaran","doi":"10.1061/9780784482247.026","DOIUrl":"https://doi.org/10.1061/9780784482247.026","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"35 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"125052747","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
The Independent: A Case Study on Delivering the Architect’s Vision with an Economical Concrete High-Rise 《独立报》:通过经济型混凝土高层建筑实现建筑师愿景的案例研究
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482223.002
R. Heeringa, K. Swanson
{"title":"The Independent: A Case Study on Delivering the Architect’s Vision with an Economical Concrete High-Rise","authors":"R. Heeringa, K. Swanson","doi":"10.1061/9780784482223.002","DOIUrl":"https://doi.org/10.1061/9780784482223.002","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"51 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2019-04-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127001926","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
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