Elgaaly M.Web Design Under Compressive Edge Loads[J].Engineering Journal,AISC,1983,20(4):153-171.
[2]
Granholm C A.Tests on Griders with Thin Web Plates[R].Goteborg:Institutionen for Byggnadsteknik.Chalmers TekniskaHogskola,1960.
[3]
Khan M,Johns K C,Hayman B.Buckling of Plates with PartiallyLoaded Edges[J].Journal of the Structural Division,ASCE,1977,103(ST3):547-558.
[4]
Bergfelt A.Patch Loading on a Slender Web-Influence ofHorizontal and Vertical Web Stiffeners on the Load CarryingCapacity[D].Gothenburg:Chalmers University of Technology,1979.
[5]
Robert T M.Slender Plate Girders Subjected to Edge Loading[J].Proceeding of the Institution of Civil Engineers,1981,71(2):805-819.
[6]
Robert T M,Markovic N.Stocky Plate Girders Subjected to EdgeLoading[J].Proceeding of the Institution of Civil Engineers,1983,75(2):539-550.
[7]
Robert T M,Newark A C B.Strength of Webs Subjected toCompressive Edge Loading[J].Journal of Structural Engineering,1997,132(2):176-183.
[8]
Ungermann D.Bemessungsverfahren Für Vollwand-Und Kaste-ntrger Unter Besonderer Berucksichtigung Des Stegverhaltens[D].Aachen:RWTH Aachen University,1990.
[9]
Lagerqvist O,Johansson B.Resistance of I-Girders toConcentrated Loads[J].Journal of Constructional Steel Research,1996,39(2):87-119.
[10]
Eurocode 3:Design of Steel Structures[S].Part1-5.ENV1993-1-5:2006 E,2006.
[11]
任涛.工形梁腹板在局部承压和剪力作用下的弹性屈曲及极限承载力[D].杭州:浙江大学,2005.
[12]
CECS102:2002门式刚架轻型房屋钢结构技术规程[S].
[13]
GB50017—2003钢结构设计规范[S].
[14]
Leiva-Aravena L,Edlund B.Buckling of Trapezoidally CorrugatedWebs[C]∥ECCS Colloquium on Stability of Plates and Shells.Belgium:Ghent University,1987.
[15]
Luo R,Edlund B.Ultimate Strength of Girders with TrapezoidallyCorrugated Webs Under Patch Loading[J].Thin-WalledStructures,1996,123(6):135-156.
[16]
Mohamed Elgaaly,Anand Seshadri.Girders with Corrugated WebsUnder Partial Compressive Edge Loading[J].Journal of StructuralEngineering,1997,123(6):783-791.
[17]
Kvesdi B,Braun B,Kuhlmann U,et al.Patch LoadingResistance of Girders with Corrugated Webs[J].Journal ofConstructional Steel Research,2010,66(12):1445-1454.
[18]
Pasternak H.Girders with Sinusoidally Corrugated Webs-LoadCarrying Capacity and Stability[C]∥Proceedings-AnnualStability Conference,Structural Stability Research Council.2004:353-366.
[19]
Carlos Graciano,Euro Casanova.Ultimate Strength ofLongitudinally Stiffened I-Girder Webs Subjected to CombinedPatch Loading and Bending[J].Journal of Constructional SteelResearch,2005,61(1):93-111.
[20]
CECS290:2011波浪腹板钢结构应用技术规程[S].
[21]
Carlos Graciano,Ove Lagerqvist.Critical Buckling ofLongitudinally Stiffened Webs Subjected to Compressive EdgeLoads[J].Journal of Constructional Steel Research,2003,59(9):1119-1146.
