Dynamic Analysis of Steel Curved Box Girder Bridges
Author:
Affiliation:
1. P.E., Member, ASCE
2. Sr. Res. Sci., Struct. Res. Ctr., Florida Dept. of Transp., 2007 E. Pual Dirac Dr., Tallahassee, FL 32310; and Prof., Dept. of Civ. and Arch. Engrg., Fuzhou Univ., 350002, Fuzhou, China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282001%296%3A6%28506%29
Reference18 articles.
1. Bathe K. J. ( 1982). Finite element procedures in engineering analysis Prentice-Hall Englewood Cliffs N.J.
2. Clough R. W. and Penzien J. ( 1993). Dynamics of structures McGraw-Hill New York.
3. Dabrowski R. ( 1968). Curved thin-walled girders Translation No. 144 Cement and Concrete Association London.
4. Guide specifications for horizontally curved highway bridges . (1993). AASHTO Washington D.C.
5. Heins C. P. and Oleinik J. C. ( 1976). “Curved box beam bridge analysis.” Comp. and Struct. 6 65–73.
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