| 查看: 463 | 回复: 4 | ||||
| 本帖产生 1 个 ，点击这里进行查看 | ||||
shenhx新虫 (著名写手)
|
[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. |
回复此楼» 猜你喜欢
国自然面上复盘~欢迎讨论
已经有6人回复
-
售SCI一区文章，我:8.O.551.O.5.4,科目全,可伽急
已经有4人回复
-
有多少人是今天查系统知道结果的？
已经有17人回复
-
售SCI一区T0P文章，我:8.O.55.1.O.54,科目齐全,可+急
已经有4人回复
-
基金不中，共勉
已经有5人回复
-
看板上这么多中的，有点像50人群里49个人都是骗子的那种感觉……
已经有3人回复
-
我不理解！
已经有23人回复
-
2026年的国家社科基金项目通讯评审的新规则与新动向、新挑战
已经有10人回复
-
系统查不到
已经有10人回复
-
怎么查啊
已经有5人回复
阿努
专家顾问 (著名写手)
-
专家经验: +333 - 应助: 215 (大学生)
- 贵宾: 0.193
- 金币: 9948.1
- 散金: 50
- 红花: 103
- 帖子: 1597
- 在线: 632.7小时
- 虫号: 2242673
- 注册: 2013-01-15
- 性别: MM
- 专业: 图书馆、情报与文献学其他
- 管辖: 检索知识
【答案】应助回帖
★ ★ ★ ★ ★
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
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~ |
2楼2015-02-26 15:29:55
无为之人
版主 (文坛精英)
- 应助: 163 (高中生)
- 贵宾: 23.038
- 金币: 365257
- 散金: 15618
- 红花: 504
- 沙发: 151
- 帖子: 30078
- 在线: 6366.3小时
- 虫号: 696991
- 注册: 2009-02-05
- 性别: GG
- 专业: 生物化工与食品化工
- 管辖: 标准与专利
★ ★ ★ ★ ★ ★ ★ ★ ★ ★
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
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 [ 发自小木虫客户端 ] |
3楼2015-02-26 15:31:41
swlsunshine
金虫 (正式写手)
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
|
本帖内容被屏蔽 |
4楼2015-02-27 14:53:26
limh770522
木虫 (职业作家)
- 应助: 105 (高中生)
- 金币: 2780.5
- 散金: 24
- 红花: 10
- 帖子: 3652
- 在线: 275.4小时
- 虫号: 302070
- 注册: 2006-12-02
- 专业: 无机纳米化学
5楼2015-02-27 18:02:51
投票:
