Equations for Calculating Lateral-Torsional Buckling Capacity of H-Beam with Continuous Lateral Top-Flange Bracing
상부플랜지 연속 횡지지에 따른 초간편 H형강의 횡-비틀림 좌굴강도식 비교에 관한 연구
Abstract
Design equations for calculating the lateral-torsional buckling moment resistances of I-section beams with continuous lateral top-flange bracing subjected to several loading conditions are investigated based on elastic finite-element analyses. The equations presented in this study are compared with current moment gradient modifiers presented by other researchers and specifications. The equation suggested in the SSRC Guides(1998) has a good agreement with the results of finite-element analyses. The moment gradient correction factors proposed in the SSRC Guides(1998) should be easily used to calculate the lateral-torsional buckling moment resistance of I-beams with continuous lateral top-flange bracing.
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