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International Journal of Steel Structures最新文献

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A Time-Step-Modified Linear Complementarity Approach for Analysing a Simply Supported Steel Beams Subjected to Far-Field Blast Loading 用于分析承受远场爆破荷载的简支钢梁的时间-步骤-修正线性互补法
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-06-15 DOI: 10.1007/s13296-024-00854-3
Moiz Tariq, Azam Khan, Hammad Anis Khan, Iqra Hussain
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引用次数: 0
Investigation on Fracture Behavior of Electroslag Welding Joint with High-Performance Steel 高性能钢电渣焊接接头的断裂行为研究
IF 1.5 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
International Journal of Steel Structures
Pub Date : 2024-06-13 DOI: 10.1007/s13296-024-00855-2
Hongtao Li, Jun Iyama
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引用次数: 0
A Data Fusion Method for Small Sample Model Testing and Finite Element Simulation: Taking π-Shaped Beam Column Nodes as an Example 用于小样本模型测试和有限元模拟的数据融合方法：以π形梁柱节点为例
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-06-11 DOI: 10.1007/s13296-024-00856-1
Wei Ding, Suizi Jia
{"title":"A Data Fusion Method for Small Sample Model Testing and Finite Element Simulation: Taking π-Shaped Beam Column Nodes as an Example","authors":"Wei Ding, Suizi Jia","doi":"10.1007/s13296-024-00856-1","DOIUrl":"https://doi.org/10.1007/s13296-024-00856-1","url":null,"abstract":"","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":null,"pages":null},"PeriodicalIF":1.5,"publicationDate":"2024-06-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141356668","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Strength Evaluation of Flush End-Plate Connection Using Triangular Haunch in Pipe Rack 管架中使用三角缺口的齐平端板连接强度评估
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-06-10 DOI: 10.1007/s13296-024-00851-6
S. Kang, Jun-seop Lee, H. Park, Hee-Du Lee, Kyung-Jae Shin
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引用次数: 0
CFT Connections: State-of-the-art Report and Numerical Validation by 3D FEM CFT 连接：最新报告和 3D 有限元数值验证
IF 1.5 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
International Journal of Steel Structures
Pub Date : 2024-06-07 DOI: 10.1007/s13296-024-00852-5
J. Wilches, Roberto León, Hernán Santa María, Anibal Graterol
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引用次数: 0
Safety Evaluation of 5G Antenna Mounted on Power Transmission Towers Using a New Mounting Device Under Environmental Loads 使用新型安装装置对安装在输电塔上的 5G 天线进行环境负荷下的安全评估
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-05-22 DOI: 10.1007/s13296-024-00850-7
Gaoxin Wang, Weizhou Xu, Yashan Hu, Zengju An
{"title":"Safety Evaluation of 5G Antenna Mounted on Power Transmission Towers Using a New Mounting Device Under Environmental Loads","authors":"Gaoxin Wang, Weizhou Xu, Yashan Hu, Zengju An","doi":"10.1007/s13296-024-00850-7","DOIUrl":"https://doi.org/10.1007/s13296-024-00850-7","url":null,"abstract":"","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":null,"pages":null},"PeriodicalIF":1.5,"publicationDate":"2024-05-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141110864","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Displacement Range Based Fatigue Strength Verification of KR-Type Rail Clip 基于位移范围的 KR 型轨夹疲劳强度验证
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-05-22 DOI: 10.1007/s13296-024-00843-6
Yeun Chul Park, Hyoung-Bo Sim
{"title":"Displacement Range Based Fatigue Strength Verification of KR-Type Rail Clip","authors":"Yeun Chul Park, Hyoung-Bo Sim","doi":"10.1007/s13296-024-00843-6","DOIUrl":"https://doi.org/10.1007/s13296-024-00843-6","url":null,"abstract":"","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":null,"pages":null},"PeriodicalIF":1.5,"publicationDate":"2024-05-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141108894","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","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 Behavior Analysis of a Novel Self-Centering Y-Eccentrically Braced Frames with Slip Connection Shear Link 带有滑动连接剪力连杆的新型自定心 Y 型偏心支撑框架的横向荷载行为分析
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-05-22 DOI: 10.1007/s13296-024-00849-0
Moqiang Xiong, Shujun Hu, Xiang Li, Xuankun Lin, Jingang Xiong
{"title":"Lateral Load Behavior Analysis of a Novel Self-Centering Y-Eccentrically Braced Frames with Slip Connection Shear Link","authors":"Moqiang Xiong, Shujun Hu, Xiang Li, Xuankun Lin, Jingang Xiong","doi":"10.1007/s13296-024-00849-0","DOIUrl":"https://doi.org/10.1007/s13296-024-00849-0","url":null,"abstract":"","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":null,"pages":null},"PeriodicalIF":1.5,"publicationDate":"2024-05-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141112447","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Strength Analysis of Cellular Steel Members under Combined Compression and Major-Axis Bending 组合压缩和主轴弯曲下的蜂窝钢构件强度分析
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-05-20 DOI: 10.1007/s13296-024-00847-2
Voraphol Horsangchai, Worakarn Anuntasena, A. Lenwari
{"title":"Strength Analysis of Cellular Steel Members under Combined Compression and Major-Axis Bending","authors":"Voraphol Horsangchai, Worakarn Anuntasena, A. Lenwari","doi":"10.1007/s13296-024-00847-2","DOIUrl":"https://doi.org/10.1007/s13296-024-00847-2","url":null,"abstract":"","PeriodicalId":596,"journal":{"name":"International Journal of Steel Structures","volume":null,"pages":null},"PeriodicalIF":1.5,"publicationDate":"2024-05-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141121507","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Estimation of the Anti-sliding Safety Factor Between the Main Cable and Middle Saddle of Three-Pylon Steel Suspension Bridges 三塔钢悬索桥主缆与中间鞍座之间的防滑动安全系数估算
IF 1.5 4区 工程技术 Q3 Engineering
International Journal of Steel Structures
Pub Date : 2024-05-17 DOI: 10.1007/s13296-024-00848-1
Jin Cheng, Yi Yuan, Zekun Yu, Kedi Sun

An efficient and accurate method is proposed to estimate the anti-sliding safety factor between the main cable and middle saddle of three-pylon suspension bridges satisfying the prescribed reliability levels. It is developed based on the inverse reliability method. Uncertainties in the maximum static friction coefficient, the center angle of the saddle wound with cables, the cable force at the tight side and the cable force at the loose side are incorporated in the proposed method. The unique characteristic of the proposed method is that it offers a tool for the anti-sliding safety assessment between the main cable and middle saddle of three-pylon suspension bridges when the reliability level is specified as a target to be satisfied by the designer. The efficiency and accuracy of this method concerning a three-pylon suspension bridge are studied and numerical results prove its effectiveness. Finally, the effects of some important parameters on the anti-sliding safety factor between the main cable and middle saddle of three-pylon suspension bridges are also discussed.

本文提出了一种高效、精确的方法，用于估算三塔悬索桥主缆与中间鞍座之间的抗滑动安全系数，以满足规定的可靠性水平。该方法以反可靠度法为基础。该方法考虑了最大静摩擦系数、缠绕缆索的鞍座中心角、紧侧缆索力和松侧缆索力的不确定性。所提方法的独特之处在于，当设计者将可靠性水平指定为需要满足的目标时，它为三塔悬索桥主缆与中间鞍座之间的防滑动安全评估提供了一种工具。研究了该方法在三塔悬索桥上的效率和准确性，数值结果证明了其有效性。最后，还讨论了一些重要参数对三塔悬索桥主缆与中间鞍座之间抗滑动安全系数的影响。
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引用次数: 0
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