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Mean stress effect in high‐frequency mechanical impact (HFMI)‐treated welded steel railway bridges 高频机械冲击（HFMI）处理的焊接铁路钢桥的平均应力效应
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-18 DOI: 10.1002/stco.202200046
H. Al‐Karawi, Poja Shams‐Hakimi, Hans Pétursson, M. Al‐Emrani
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引用次数: 1
Investigation of the effect of trapezoidal infill plate angle on the behavior of the corrugated steel shear walls – An experimental and numerical study 梯形填充板角度对波纹钢剪力墙性能影响的实验与数值研究
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-04 DOI: 10.1002/stco.202200048
Leila Hosseinzadeh, A. Ghamari
{"title":"Investigation of the effect of trapezoidal infill plate angle on the behavior of the corrugated steel shear walls – An experimental and numerical study","authors":"Leila Hosseinzadeh, A. Ghamari","doi":"10.1002/stco.202200048","DOIUrl":"https://doi.org/10.1002/stco.202200048","url":null,"abstract":"","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":"1 1","pages":""},"PeriodicalIF":1.6,"publicationDate":"2023-05-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41917718","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
Preview 3/23 预览3/23
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-01 DOI: 10.1002/stco.202370205
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引用次数: 0
Content: Steel Construction 2/23 内容:钢结构2/23
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-01 DOI: 10.1002/stco.202370202
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引用次数: 0
A Eurocode‐compliant design approach for cold‐formed steel sections 符合欧洲规范的冷成形型钢截面设计方法
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-01 DOI: 10.1002/stco.202200039
D. Ungermann, Tim Lemański, Bettina Brune
{"title":"A Eurocode‐compliant design approach for cold‐formed steel sections","authors":"D. Ungermann, Tim Lemański, Bettina Brune","doi":"10.1002/stco.202200039","DOIUrl":"https://doi.org/10.1002/stco.202200039","url":null,"abstract":"A Eurocode‐compliant design approach was developed for the design of thin‐walled cold‐formed steel sections which combines the AISI S100‐16‐Direct Strength Method (DSM) with the design provisions of EN 1993‐1‐3. The new design approach transfers the cross‐sectional resistance determined acc. to DSM based on numerical elastic buckling analyses on the gross cross‐section into the global member verification acc. to EN 1993‐1‐3. Additional factors were introduced to optimize the new approach, e.g., to account for the effects of the nonlinear stress distribution in cross‐sections subject to local and/or distortional buckling. Within the framework of the German research project FOSTA P1328/IGF 19964, an extensive series of tests on differently shaped, perforated, and unperforated cold‐formed sections in compression and bending were conducted which serve to analyze the buckling phenomena and the load‐bearing capacity and to validate the new design approach. In addition, a numerical model was developed, calibrated to the tests, and used for further parametric analyses on the load‐bearing capacity of cold‐formed sections.","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":" ","pages":""},"PeriodicalIF":1.6,"publicationDate":"2023-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"43212136","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
News: Steel Construction 2/2023 新闻：钢结构2/2023
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-01 DOI: 10.1002/stco.202370203
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引用次数: 0
Place and date – Event – Details 地点和日期-活动-详细信息
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-05-01 DOI: 10.1002/stco.202370204
{"title":"Place and date – Event – Details","authors":"","doi":"10.1002/stco.202370204","DOIUrl":"https://doi.org/10.1002/stco.202370204","url":null,"abstract":"","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":" ","pages":""},"PeriodicalIF":1.6,"publicationDate":"2023-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41474767","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 consistent approach for global buckling of steel structures 钢结构整体屈曲的一致方法
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-04-26 DOI: 10.1002/stco.202200040
J. Nonn, V. Wilden, M. Feldmann
{"title":"A consistent approach for global buckling of steel structures","authors":"J. Nonn, V. Wilden, M. Feldmann","doi":"10.1002/stco.202200040","DOIUrl":"https://doi.org/10.1002/stco.202200040","url":null,"abstract":"The ”General Method“ according to chapter 6.3.4 of EN1993‐1‐1 or 8.3.4 of prEN1993‐1‐1 deals with the verification of stability problems of frame and beam structures with loadings in‐plane. The ”General method“ according to Eurocode is intended for the general case of a combined moment and normal force. For the choice of the reduction factor χop, there are two options for applying the reduction curve, either the minimum of lateral torsional buckling (LTB) and flexural buckling (FB) or a weighted combination of both. With the use of analytical derivations, it can be shown that this approach leads to inconsistencies which can possibly lead to incorrect results. In this paper an alternative approach is presented which leads to unification and fully mechanical justification in verification. The approach allows e.g. the verification of stability of an entire frame system directly and without interaction factors (as in the equivalent member method). In addition, the issue of a consistent equivalent imperfection is addressed. With the use of this method, geometrical non‐linear analyses of structures showing out‐of‐plane instability can be omitted; only an in‐plane calculation and a determination of a linear buckling analysis is necessary. Finally, examples are presented in this paper that demonstrate the application of the approach shown.","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":" ","pages":""},"PeriodicalIF":1.6,"publicationDate":"2023-04-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46134972","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 performance of the enlarged beam section connection 放大梁截面连接的抗震性能
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-03-03 DOI: 10.1002/stco.202200032
Ali Zohdi, Mohammad Hossein Matinpour, Reza Rafati Bonab, Farzad Kiumarsi Oskuei
{"title":"Seismic performance of the enlarged beam section connection","authors":"Ali Zohdi, Mohammad Hossein Matinpour, Reza Rafati Bonab, Farzad Kiumarsi Oskuei","doi":"10.1002/stco.202200032","DOIUrl":"https://doi.org/10.1002/stco.202200032","url":null,"abstract":"","PeriodicalId":54183,"journal":{"name":"Steel Construction-Design and Research","volume":" ","pages":""},"PeriodicalIF":1.6,"publicationDate":"2023-03-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44657852","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
News: Steel Construction 1/2023 新闻:钢结构1/2023
IF 1.6
Steel Construction-Design and Research Pub Date : 2023-02-01 DOI: 10.1002/stco.202370107
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引用次数: 0
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