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shenhx

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[求助] 帮我查一下这篇文章是否被SCI检索！

作者:
Shen Hong-xia
文题:
Behavior of high-strength steel welded rectangular section beam-columns with slender webs.
期刊名,年份,卷(期),起止页码:
Thin-Walled Structures, 2015, 88(3): 16-27.
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swlsunshine

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sunshan4379: 屏蔽内容, 违规存档, 本版禁止搭便车求助，如有需要请自行发帖求助，谢谢合作！ 2015-02-27 19:22:52
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阿努

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【答案】应助回帖

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感谢参与，应助指数 +1
sunshan4379: 金币+5, LS-EPI+1, 感谢应助！ 2015-02-27 19:24:29
尚未。
Thin-Walled Structures 目前检索到86卷~
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无为之人

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优秀版主优秀版主优秀版主优秀版主优秀版主文献杰出贡献优秀版主
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感谢参与，应助指数 +1
shenhx: 金币+10, ★★★★★最佳答案, 非常感谢！ 2015-02-26 15:54:08
心静_依然: LS-EPI+1, 感谢应助 2015-02-26 23:11:58
sunshan4379: LS-EPI-1, 版主评分有误，严格来讲这个库不算做SCI收录，故不能给予EPI，望理解！ 2015-02-27 19:26:33
Behavior of high-strength steel welded rectangular section beam-columns with slender webs
作者:Shen, HX (Shen, Hong-Xia)
THIN-WALLED STRUCTURES
卷: 88  页: 16-27
出版年: MAR 2015
摘要
This paper develops a double nonlinear finite element model that can take account of both geometric and material imperfections. On verified the numerical model the behavior and ultimate carrying capacity of eccentrically loaded welded thin-webbed rectangular section columns made from high strength steel with a nominal yield stress of 460 MPa are analyzed, and further the influences of the slenderness ratio, web depth-to-thickness ratio, flange width-to-thickness ratio, and relative eccentricity ratio on the ultimate carrying capacity are investigated. On the basis of these, the simple calculation formulas, which use the gross cross-section properties, for predicting the in-plane maximum strength of high strength steel beam-columns with large depth-to-thickness ratios are proposed. It shows that the developed finite element model can simulate the local-overall interaction buckling behavior of the eccentrically loaded welded box-section compression members. A brittle failure characteristic is found with a relatively steeper drop just after the peak in the load-displacement curve. A nonlinear and complex stress distribution, in the longitudinal direction, when reaching the ultimate capacity, seriously deviates from an elastic stress distribution, on the basis of which, the effective width is determined. The non-dimensional ultimate bearing capacity is approximately linear with the slenderness, depth-to-thickness ratio and width-to-thickness ratio, respectively. The interaction curves between the axial force and flexural moment for the high-strength steel thin-webbed rectangular section beam-columns are nearly linear. After introducing a steel yield strength modification factor, the formula based on the edge fiber yielding criterion can precisely predict the local-overall interactive buckling strength of high strength steel beam-columns. (C) 2014 Elsevier Ltd. All rights reserved.
关键词
作者关键词:High strength steel; Welded rectangular section; Eccentric compression members; Local-overall interaction buckling; Ultimate carrying capacity; Finite element method
KeyWords Plus:WALLED BOX COLUMNS; COMPRESSION MEMBERS; PLATE ELEMENTS; FINITE-ELEMENT; DESIGN
作者信息
通讯作者地址:Shen, Hong-Xia (通讯作者),Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Peoples R China
地址:
[ 1 ] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Peoples R China
电子邮件地址:shenhongxia888@163.com
出版商
ELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND, https://www.elsevier.com
类别 / 分类
研究方向:Engineering
CC 专辑/合集:Engineering, Computing & Technology (ECT)
学科:CIVIL ENGINEERING
文献信息
文献类型: Article
语种:English
入藏号: CCC:000348954800002
ISSN: 0263-8231
期刊信息
目录： Current Contents Connect®
Impact Factor (影响因子): Journal Citation Reports®
其他信息
ISI 文献传递号: CA5NJ

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limh770522

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引用回帖:
4楼: Originally posted by swlsunshine at 2015-02-27 14:53:26
帮忙查询以下两篇文章的检索情况 谢谢
1. Novel Technique in Linear Cryptanalysis
2. Algebraic Attacks on Trivium-like Stream Ciphers
如有检索信息，烦请发到邮箱swl_cipher@163.com
...

帮你查了，这两篇文章还没有检索！！！！！！！！！！！！
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