Acknowledgement
Supported by : 한국건설교통기술평가원
References
- 한국강구조학회논문집 v.10 no.4 인장력을 받는 ㄱ형강의 블록전단 파단에 관한 실험적 연구 김보영;이규광;최문식
- Allowable Stress Design Specification for Structural Steel Buildings American Institute of Steel Construction
- Load and Resistance Factor Design Specification for Structural Steel Buildings American Institute of Steel Construction
- Load and Resistance Factor Design Specification for Structural Steel Buildings American Institute of Steel Construction
- Analysis of Block Shear Experiments for Structural Steel Angle in Tension Members Aidam, N.S.
- AISC Engineering Journal v.15 Behavior of Bearing Critical Double Angle Beam Connections Birkemoe, P.C.;Gilmor, M.I.
- Finite Eliment Studies for the Corelation of Stress and Failure of Block Shear Tests Chamarajanagar, R.
- AISC Engineering Journal v.22 New Design Criteria for Gusset Plates in Tension Hardash, S.G.;Bjorhovde, R.
- AISC Engineering Journal An Experimental Study of Block Shear Failure of Angles in Tension Haward I, Epstein
- AISC Engineering Journal Effect of Latest LRFD Block Shear Code Change Haward I. Epstein
- Journal of Structure Engineering Net Section Rupture in Tension Members with Connection Eccentricity James G. Orbison;Karl E. Barth;Peter A. Bartles
- AISC Engineering Journal Block Shear Tests in High-Stength Steel Angles Jeremy M.G.;James, G.O.;Ronald, D.Z.
- Journal of Structural Engineering v.123 Shear Lag in Bolted Angle Tension Members Georrrey L. Kulak;Fellow;ASCE;Wu, Eric-Yue
- Engineering Journal Influence of Bolt-Line Eccentricity on WT Tension Member Capacity Karle E. Barth;James G. Orvison;Peter A. Bartles
- Journal of Structure, Div., ASCE v.89 no.1 Riveted and bolted joints: net section design Munse, W.H.;Chesson, E. Jr.
- ASCE Journal of Structure Engineering v.15 no.114 Angles in Eccentric Tension Murty, K.S. Madugula;Mohan, S.
- Engineering Journal Shear Lag Effects in Steel Tension Members W. Samuel Easterling;Lisa Gonzalez Giroux
- Engineering Journal Examination of AISC LRFD Shear Lag Design Provisio ns. Willan J. Kirkham;Thomas H. Miller