发布求助
文献互助 智能选刊 最新文献

SP-130: Anchors in Concrete--Design and Behavior最新文献

筛选
英文 中文
"Behavior, Design and Testing of Anchors in Cracked Concrete" 裂缝混凝土中锚的性能、设计与试验
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1269
{"title":"\"Behavior, Design and Testing of Anchors in Cracked Concrete\"","authors":"","doi":"10.14359/1269","DOIUrl":"https://doi.org/10.14359/1269","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"72 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132446607","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
Embedment Design Examples Based on ACI 349 B 基于aci349b的嵌入式设计实例
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1270
R. Orr
{"title":"Embedment Design Examples Based on ACI 349 B","authors":"R. Orr","doi":"10.14359/1270","DOIUrl":"https://doi.org/10.14359/1270","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"58 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"122628754","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
Load Relaxation Tests on Heavy Duty Sleeve and Lead Caulking Expansion Anchors 重型套筒和铅嵌缝膨胀锚的载荷松弛试验
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1267
G. Senkiw
{"title":"Load Relaxation Tests on Heavy Duty Sleeve and Lead Caulking Expansion Anchors","authors":"G. Senkiw","doi":"10.14359/1267","DOIUrl":"https://doi.org/10.14359/1267","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"183 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"133695545","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 Ductile Multiple-Anchor Steel-to-Concrete Connections With Surface-Mounted Baseplates 带有表面安装底板的延性多锚钢-混凝土连接的性能
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1268
R. Cook, R. Klingner
{"title":"Behavior of Ductile Multiple-Anchor Steel-to-Concrete Connections With Surface-Mounted Baseplates","authors":"R. Cook, R. Klingner","doi":"10.14359/1268","DOIUrl":"https://doi.org/10.14359/1268","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"64 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"134255688","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: 6
Design Guidelines for Anchorage to Concrete 混凝土锚固设计指南
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1265
H. Wiewel
{"title":"Design Guidelines for Anchorage to Concrete","authors":"H. Wiewel","doi":"10.14359/1265","DOIUrl":"https://doi.org/10.14359/1265","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130601061","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
Pull-out Tests on Steel Embedments in Concrete 混凝土中钢筋预埋件的拉出试验
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1275
T. Balough, G. Kovacshazy, A. Frigey
{"title":"Pull-out Tests on Steel Embedments in Concrete","authors":"T. Balough, G. Kovacshazy, A. Frigey","doi":"10.14359/1275","DOIUrl":"https://doi.org/10.14359/1275","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121259010","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
Static and Dynamic Long Term Behavior of Anchors 锚的静态和动态长期行为
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1274
W. Ammann
{"title":"Static and Dynamic Long Term Behavior of Anchors","authors":"W. Ammann","doi":"10.14359/1274","DOIUrl":"https://doi.org/10.14359/1274","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"26 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130470271","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
Lateral Blow out Failure of Headed Studs Near a Free Edge 靠近自由边缘的头螺柱侧爆失效
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.18419/OPUS-432
Johannes Furche, R. Eligehausen
{"title":"Lateral Blow out Failure of Headed Studs Near a Free Edge","authors":"Johannes Furche, R. Eligehausen","doi":"10.18419/OPUS-432","DOIUrl":"https://doi.org/10.18419/OPUS-432","url":null,"abstract":"Pullout tests with headed studs placed near a free edge have been carried out. In most of the tests blow-out failure occurred. On the basis of this and other available test results an empirical equation for calculating the failure load was derived. The equation takes into account the influence of the edge distance, the concrete strength and the load bearing area. The equation for calculating the failure load shows good agreement with the test results. The equation for calculating the critical edge distance at which the failure mode changes to steel rupture or to concrete cone failure is given. The values for critical edge distance are different from the values in ACI 349, Appendix B, because of the ACI 349 overestimates the concrete capacity for large edge distances.","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"24 1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129817293","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: 32
Behaviour of Fasteners Under Monotonic or Cyclic Shear Displacements 单调或循环剪切位移作用下紧固件的性能
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.18419/OPUS-7916
E. Vintzēleou, R. Eligehausen
{"title":"Behaviour of Fasteners Under Monotonic or Cyclic Shear Displacements","authors":"E. Vintzēleou, R. Eligehausen","doi":"10.18419/OPUS-7916","DOIUrl":"https://doi.org/10.18419/OPUS-7916","url":null,"abstract":"An experimental program was carried out to investigate the behaviour of metallic fasteners (undercut, torque controlled expansion and chemical anchors) embedded in cracked concrete and subjected to shear displacements, under shear displacements is similar. Fasteners situated close to an edge and loaded towards the edge exhibit brittle concrete failure. Cyclic loadings are possible only for displacements which are much lower than the values corresponding to the monotonic peak load. Fastenings away from an edge will cause steel failure with large displacements. During cyclic loading, a severe force-response degradation was observed. Empirical formulae are proposed to predict the strength of anchors, as well as strength degradation during cyclic loading.","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"5 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123345030","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: 7
Evaluation of Expansion Anchor Ultimate Tensile Capacity Prediction Equations 膨胀锚杆极限抗拉能力预测方程的评价
SP-130: Anchors in Concrete--Design and Behavior Pub Date : 1900-01-01 DOI: 10.14359/1266
R. Walther, C. Sutton, D. Meinheit
{"title":"Evaluation of Expansion Anchor Ultimate Tensile Capacity Prediction Equations","authors":"R. Walther, C. Sutton, D. Meinheit","doi":"10.14359/1266","DOIUrl":"https://doi.org/10.14359/1266","url":null,"abstract":"","PeriodicalId":345708,"journal":{"name":"SP-130: Anchors in Concrete--Design and Behavior","volume":"16 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"130294032","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
下一页 尾页
0
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整，为了账户安全，请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
请完成安全验证×
相关产品
×
本文献相关产品
联系我们：info@booksci.cn Book学术提供免费学术资源搜索服务，方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号：481959085
Book学术官方微信