搜索页_+AISC+360

设为首页

收藏本站

网站地图 | English | 公务邮箱

About the library

Background
History
Leadership
Organization

Readers' Guide

Opening Hours
Collections
Help Via Email

Publications

Electronic Information Resources

外文资源

Elsevier电子期刊(15)

在“Elsevier电子期刊”中，命中：15条，耗时：小于0.01 秒

在所有数据库中总计命中：19条

1.Axial Compression Behaviour of Long Concrete Filled Double Skinned Steel Tubular Columns

作者：Sulthana U. M. ; Jayachandran S. A. ; ^{aruls@iitm.ac.in}

关键词：Ac ; area of in-filled concrete ; As ; area of steel tube ; Asi ; Aso ; area of inner and outer steel tubes respectively ; D ; diameter of CFST specimen ; Dh ; diameter of hollow core ; Di ; Do ; diameter of inner and outer steel tubes respectively ; Ec ; modulus of elasticity of concrete ; Es ; modulus of elasticity of steel ; Esi ; Eso ; modulus of elasticity of inner and outer steel tubes respectively ; EIeff ; effective flexural rigidity ; fyi ; fyo ; yield strength of inner and outer steel tubes respectively ; fck ; 2

刊名：Structures

出版年：2017

2.Strain compatibility method for the design of short rectangular concrete-filled tube columns under eccentric axial loads

作者：Cheol-Ho Lee ; Thomas H.-K. Kang ; ^{tkang@snu.ac.kr" class="auth_mail" title="E-mail the corresponding author} ; Sung-Yong Kim ; Kiyong Kang

关键词：Concrete-filled tube (CFT) ; Columns ; Strain compatibility method ; Concrete stress-strain model ; P-M interaction ; High-strength materials

刊名：Construction and Building Materials

出版年：2016

3.Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand

作者：R. Tremblay^a ; ^{robert.tremblay@polymtl.ca" class="auth_mail" title="E-mail the corresponding author} ; M. Dehghani^a ; ^{morteza.dehghani@polymtl.ca" class="auth_mail" title="E-mail the corresponding author} ; L. Fahnestock^b ; ^{fhnstck@illinois.edu" class="auth_mail" title="E-mail the corresponding author} ; R. Herrera^c ; ^{riherrer@ing.uchile.cl" class="auth_mail" title="E-mail the corresponding author} ; M. Canales^c ; ^{marisol.canales@ing.uchile.cl" class="auth_mail" title="E-mail the corresponding author} ; C. Clifton^d ; ^{c.clifton@auckland.ac.nz" class="auth_mail" title="E-mail the corresponding author} ; Z. Hamid^e ; ^{Zahid.Hamid@scnz.org" class="auth_mail" title="E-mail the corresponding author}

关键词：Braced frames ; Buildings ; Buckling restrained brace ; Notional loads ; Seismic design ; Stability ; Storey drifts

刊名：Structures

出版年：2016

4.Experimental behaviour of circular concrete filled steel tube columns and design specifications

作者：Talha Ekmekyapar ; ^{ekmekyapar@gantep.edu.tr" class="auth_mail" title="E-mail the corresponding author} ; Baraa J.M. AL-Eliwi

关键词：Circular CFST columns ; Experiments ; Confinement effect ; Design specifications

刊名：Thin-Walled Structures

出版年：2016

5.Unbraced steel frame design according to EC3 and AISC provisions

作者：Claudio Bernuzzi^a ; Benedetto Cordova^b ; Marco Simoncelli^a ; ^{marco.simoncelli@polimi.it" class="auth_mail" title="E-mail the corresponding author}

关键词：Eurocode 3 ; AISC-360 ; Semi-continuous frame ; Second-order effects ; Frame imperfection ; Effective length

刊名：Journal of Constructional Steel Research

出版年：2015

6.Investigation of bearing failure in steel single bolt lap connections

作者：H. Dragani膰 ^{draganic@gfos.hr" class="auth_mail} ; T. Dok&scaron ; anovi膰 ; ^{tdoksanovic@gfos.hr" class="auth_mail} ; D. Markulak ^{markulak@gfos.hr" class="auth_mail}

关键词：Lap connection ; Bearing ; Bolthole elongation ; EN 1993 ; AISC 360 ; FEM

刊名：Journal of Constructional Steel Research

出版年：July 2014

7.Slip resistance of metalized-galvanized faying surfaces in steel bridge construction

作者：Charles-Darwin Annan ; Albert Chiza

关键词：Metalizing ; Galvanizing ; Steel bridge construction ; Slip-critical bolted connections ; Slip resistance ; Faying surfaces ; Design standards

刊名：Journal of Constructional Steel Research

出版年：April, 2014

8.Experimental study on column buckling of 420 MPa high strength steel welded circular tubes

作者：Gang Shi^a ; ^{shigang@tsinghua.edu.cn" class="auth_mail} ; Xue Jiang^b ; Wenjing Zhou^a ; Tak-Ming Chan^c ; Yong Zhang^b

关键词：Column buckling ; 420 ; MPa high strength steel ; Welded circular steel tube ; Column test ; Finite element analysis ; Design method

刊名：Journal of Constructional Steel Research

出版年：September 2014

9.System-based design for steel scaffold structures using advanced analysis

作者：Hao Zhang ; Kim J.R. Rasmussen

关键词：Advanced analysis ; Nonlinear frame analysis ; Probability-based design ; Scaffold ; Steel structures ; Structural reliability

刊名：Journal of Constructional Steel Research

出版年：2013

10.Local-global interactive buckling of built-up I-beam sections

作者：Amin Mohebkhah ; ^{amoheb@malayeru.ac.ir} ; ^{amoheb2001@yahoo.com} ; Behrouz Chegeni ^{b.chegeni@engineer.com}

关键词：Lateral-torsional buckling ; Flange local buckling ; Finite element method ; Interactive buckling ; I-beam

刊名：Thin-Walled Structures

出版年：2012

按检索点细分(15)

关键词(2)

文摘(13)

按出版年细分(15)

2027年及以后(3)

2017年(1)

2016年(3)

2015年(1)

2013年(1)

2012年(2)

2011年(3)

2008年(1)