Structures Congress 2019最新文献

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Seismically Resilient Self-Centering Cross-Laminated Rocking Walls with Coupling Beams 具有耦合梁的地震弹性自定心交叉层压摇摆墙
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482223.015
Daniel M. Dowden, Arman Tatar
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引用次数: 1
Factors Triggering Combined Analysis of Coupled Industrial Structures Subjected to Seismic Loading 地震荷载作用下耦合工业结构触发因素组合分析
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.027
Eric Wey, F. Mejia
{"title":"Factors Triggering Combined Analysis of Coupled Industrial Structures Subjected to Seismic Loading","authors":"Eric Wey, F. Mejia","doi":"10.1061/9780784482230.027","DOIUrl":"https://doi.org/10.1061/9780784482230.027","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"36 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":"133977672","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
Improved Learning through In-Class Assessment 通过课堂评估改善学习
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482247.019
A. Hill, Michael C. Campbell
{"title":"Improved Learning through In-Class Assessment","authors":"A. Hill, Michael C. Campbell","doi":"10.1061/9780784482247.019","DOIUrl":"https://doi.org/10.1061/9780784482247.019","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"36 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":"131118484","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
Al Gharafa Stadium for FIFA 2022—Practical Design and Detailing Al Gharafa体育场2022年国际足联-实用设计和细节
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.036
S. Sundar, Gireesh Babu, Byju Kandambeth
{"title":"Al Gharafa Stadium for FIFA 2022—Practical Design and Detailing","authors":"S. Sundar, Gireesh Babu, Byju Kandambeth","doi":"10.1061/9780784482230.036","DOIUrl":"https://doi.org/10.1061/9780784482230.036","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"53 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":"129480808","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
Seismic Structural Design for Modularized Industrial Structures 模块化工业结构抗震结构设计
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.037
Zhong Liu, Thomas F. Heausler
{"title":"Seismic Structural Design for Modularized Industrial Structures","authors":"Zhong Liu, Thomas F. Heausler","doi":"10.1061/9780784482230.037","DOIUrl":"https://doi.org/10.1061/9780784482230.037","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":"115082486","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-Based Design for Petrochemical and Other Industrial Facilities 基于性能的石油化工及其它工业设施设计
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.025
Eric Wey, Silky S. K. Wong
{"title":"Performance-Based Design for Petrochemical and Other Industrial Facilities","authors":"Eric Wey, Silky S. K. Wong","doi":"10.1061/9780784482230.025","DOIUrl":"https://doi.org/10.1061/9780784482230.025","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"42 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":"133138346","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
Effect of Externally Post-Tensioned Tendons on the Fatigue Behavior of Steel-Concrete Composite Beams 外后张筋对钢-混凝土组合梁疲劳性能的影响
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482230.002
Ayman El-Zohairy, H. Salim, A. Saucier
{"title":"Effect of Externally Post-Tensioned Tendons on the Fatigue Behavior of Steel-Concrete Composite Beams","authors":"Ayman El-Zohairy, H. Salim, A. Saucier","doi":"10.1061/9780784482230.002","DOIUrl":"https://doi.org/10.1061/9780784482230.002","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"20 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":"123520310","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
A Numerical Study on the Structural Response of Steel Structures under Post-Blast Travelling Fires 爆炸后火灾作用下钢结构结构响应的数值研究
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482247.006
Adeyanju Teslim-Balogun, C. Málaga‐Chuquitaype, P. Stafford
{"title":"A Numerical Study on the Structural Response of Steel Structures under Post-Blast Travelling Fires","authors":"Adeyanju Teslim-Balogun, C. Málaga‐Chuquitaype, P. Stafford","doi":"10.1061/9780784482247.006","DOIUrl":"https://doi.org/10.1061/9780784482247.006","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"43 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":"124179688","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
Numerical Simulation of Vehicle Collision with Reinforced Concrete Piers Protected by FRP-Foam Composites frp -泡沫复合材料保护钢筋混凝土桥墩与车辆碰撞的数值模拟
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482247.007
Tao Liu, Lin Chen
{"title":"Numerical Simulation of Vehicle Collision with Reinforced Concrete Piers Protected by FRP-Foam Composites","authors":"Tao Liu, Lin Chen","doi":"10.1061/9780784482247.007","DOIUrl":"https://doi.org/10.1061/9780784482247.007","url":null,"abstract":"","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"29 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":"130303432","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: 3
Residual Behavior of Sandwich Panels with Flax FRP Faces and Foam Cores after an Impact Event 冲击事件后亚麻玻璃钢面和泡沫芯夹层板的残余性能
Structures Congress 2019 Pub Date : 2019-04-22 DOI: 10.1061/9780784482247.003
D. Betts, P. Sadeghian, A. Fam
{"title":"Residual Behavior of Sandwich Panels with Flax FRP Faces and Foam Cores after an Impact Event","authors":"D. Betts, P. Sadeghian, A. Fam","doi":"10.1061/9780784482247.003","DOIUrl":"https://doi.org/10.1061/9780784482247.003","url":null,"abstract":"In this paper, the residual properties of sandwich panels with flax fibre-reinforced polymer (FFRP) faces which have been subjected to impact loading will be investigated. The sandwich panels tested in this study were fabricated using a closed cell polyisocyanurate foam with a density of 64 kg/m3 and faces made of a balanced bidirectional flax fabric (nominal areal mass of 400 g/m) and an epoxy resin with an approximate bio-content of 30% after mixing. Each specimen was 1220 mm long, 150 mm wide and approximately 80 mm thick. The sandwich panels will first be subjected to an impact of 100% of the impact energy resisted in previous tests using a drop weight impact test. The span length of the tests will be 1117 mm and a drop weight (10.413 kg) with an impact surface width of 150 mm will impact each specimen at midspan. For these tests, the top face strain, bottom face strain and deflection at midspan will be sampled at a rate of 25 kHz. After the impact, the panels will be tested under quasi-static three-point bending to failure. During this test the load, midspan deflection, and top and bottom face strains at midspan will be sampled at a rate of 10 Hz. The results of the post-impact quasi-static flexural test will be compared with similar flexural tests performed on intact specimens to determine the effect of the impact on the flexural behavior of the sandwich panels. It was determined that the properties of these sandwich panels are not adversely affected by an impact event. There is potential that the impact increases the static capacity of the sandwich panels, however more research is required. This research is part of a larger on-going study and more results will be available at the time of the conference. https://doi.org/10.1061/9780784482247.003","PeriodicalId":206558,"journal":{"name":"Structures Congress 2019","volume":"2015 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":"128050204","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
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