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在“Elsevier电子期刊”中，命中：235条，耗时：小于0.01 秒

1.Resolving the disconnects between lateral torsional buckling experimental tests, test simulations and design strength equations

作者：Lakshmi Subramanian ^{pslakshmipriya@gatech.edu} ; Donald W. White ; ^{don.white@ce.gatech.edu}

关键词：Lateral torsional buckling ; Residual stresses ; Geometric imperfections ; FE test simulations ; Sensitivity studies ; AISC ; AASHTO

刊名：Journal of Constructional Steel Research

出版年：2017

2.Optimum seismic design of steel frames considering the connection types

作者：A. Kaveh^a ; ^{alikaveh@iust.ac.ir} ; M.H. Ghafari^a ; Y. Gholipour^b

关键词：Structural optimization ; Steel moment frame ; Frame connection topology ; Structural seismic design ; Meta-heuristics algorithms

刊名：Journal of Constructional Steel Research

出版年：2017

3.Structural resistance of high-strength steel CHS members

作者：Aglaia E. Pournara^a ; Spyros A. Karamanos^a ; ^{skara@mie.uth.gr} ; Elisabetta Mecozzi^b ; Antonio Lucci^b

关键词：High-strength steel ; Tubular member ; Buckling ; Beam-column ; Local buckling

刊名：Journal of Constructional Steel Research

出版年：2017

4.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

5.Connection of I-beam to box-column by a short stub beam

作者：Saeed Erfani ; ^{sderfani@aut.ac.ir" class="auth_mail" title="E-mail the corresponding author} ; Ahmad Ali Asnafi ^{asnafi@aut.ac.ir" class="auth_mail" title="E-mail the corresponding author} ; Alireza Goudarzi ^{alireza.goudarzi@aut.ac.ir" class="auth_mail" title="E-mail the corresponding author}

关键词：AISC ; American Institute of Steel Construction ; ASTM ; American Society of the International Association for Testing and Materials ; bf ; Width of beam flange ; bp ; Width of end-plate ; db ; Depth of connecting beam ; dbt ; Bolt diameter ; dc ; Depth of column ; CJP ; Complete-Joint-Penetration ; Fy ; Specified minimum yield stress of the yielding element ; Fu ; Specified minimum tensile strength of the yielding element ; g ; Horizontal distance between bolts ; Gr ; Grade ; Lp ; Length of end-plate ; Lb ; Length of bea

刊名：Journal of Constructional Steel Research

出版年：2016

6.Lateral-torsional buckling resistance of unstiffened slender-web plate girders under moment gradient

作者：Amin Mohebkhah^a ; ^{amoheb@malayeru.ac.ir" class="auth_mail" title="E-mail the corresponding author} ; Mojtaba G. Azandariani^b ; ^{gorji1365@semnan.ac.ir" class="auth_mail" title="E-mail the corresponding author}

关键词：Lateral-torsional buckling ; Finite element method ; Off-shear center loading ; Slender-web plate girder ; Moment-gradient factor

刊名：Thin-Walled Structures

出版年：2016

7.The Significance of Baroque Gothic Architecture in the Czech Republic

作者：Terezie Vondrá ; čková ; ; ^{vondrackova@mail.vstecb.cz" class="auth_mail" title="E-mail the corresponding author} ; Vladimí ; r Ný ; vlt ; Jan Plachý

关键词：Baroque Gothic ; Jan Blazej Santini Aichel ; monastery ; architectural style.

刊名：Procedia Engineering

出版年：2016

8.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

9.Block Shear Experimental and Numerical Studies on Hot Rolled Channel and Gusset Plate with Staggered Bolted Connection

作者：M. Jafari Samimi^a ; J. Asgari Marnani^a ; S.M. Seyedzadeh Otaghsaraie^a ; ^{smso.civil@gmail.com" class="auth_mail" title="E-mail the corresponding author} ; S.R. Seyedzadeh Otaghsaraei^b

关键词：Block shear fracture ; Staggered bolted connection ; Hot-rolled steel ; Tensile tests ; Nonlinear finite element analysis

刊名：Thin-Walled Structures

出版年：2016

10.Âge du père en assistance médicale à la procréation : faut-il une limite ?

作者：J. Belaisch-Allart^a ; ^{j.belaischallart@ch4v.fr} ; M. Ouazana^b ; M. Bailly^b ; J. Selva^b ; O. Kulski^a ; F. Boitrelle^b

关键词：Â ; ge paternel ; AMP ; Loi de bioé ; thique

刊名：Gynécologie Obstétrique & Fertilité

出版年：2016

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