Shear Lag of Thin-Walled Curved Box Girder Bridges
Author:
Affiliation:
1. Prof., Dept. of Civ. Engrg. and Arch., Univ. of Foshan, 18 Jiang Wan Rd., Foshan City, Guangdong, China.
2. Asst. Prof., Dept. of Build. and Constr., City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282000%29126%3A10%281111%29
Reference7 articles.
1. Cheng X. Y. and Luo Q. Z. ( 1991). “Shear lag of box girders under combined bending and axial loading.” China Civ. Engrg. J. Peking 24(1) 52–64.
2. Guo J. Q. and Fang Z. Z. ( 1983). “Analysis of shear lag effect in box girder bridges.” China Civ. Engrg. J. Peking 16(1) 1–13.
3. Shear Lag Analysis and Effective Width of Curved Girder Bridges
4. Kano T. Usuki S. and Hasebe K. ( 1982). “Theory of thin-walled curved members with shear deformation.” Ingenieur-Archiv Berlin 51.
5. Reissner E. ( 1946). “Analysis of shear lag in box beams by the principle minimum potential energy.” Quarterly of Appl. Mathematics 5(3) 268–278.
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