1 |
General Code for Design of Highway Bridges and Culvers-JTG D60 (2004), China Comunacation Press, Beijing. (in Chinese)
|
2 |
Design and Construction Specification for Steel-concrete Composite Structures (1992), China Architectural Industry Press, Beijing. (in Chinese)
|
3 |
Fang, I.K., Chen, C.R. and Chang, I.S. (2004), "Field static load test on Kao-Ping-His cable-stayed bridge", J. Bridge Eng., 9(6), 531-540.
DOI
|
4 |
Bathe, B. and Jaeger, L.G. (1992), "Ultimate load test of slab girder bridge", J. Struct. Eng-ASCE, 114(3), 1609-1625.
|
5 |
Code for Design of Steel Structure-GB50017 (2003), China Architecture Building Press, Beijing. (in Chinese)
|
6 |
Kermani, B. and Waldron, P. (1993), "Analysis of continuous box beam bridges include in the effect of distorsion", Comput. Struct., 16(1), 427-739.
|
7 |
Zhang, Q.W., Chang, T.Y.P. and Chang, C.C. (2001), "Finite-element model updating for the Kap Shui cablestayed bridge", J. Bridge Eng., 6(4), 285-293.
DOI
|
8 |
Huang, H.X., Shenton, H.W. and Chajes, M.J. (2004), "Load distribution for a highly skewed bridge: Testing and analysis", J. Bridge Eng., 9(6), 558-562.
DOI
|
9 |
Hou, J.M. (2002), "Model test of the motive force characteristic of curved arched bridge", The Journal of University of Chang An (natural science edition), 22(3), 37-39.
|
10 |
Han, L.H. (2000), Concrete-filled Steel Tubular Structures, Science Press, Beijing. (in Chinese)
|
11 |
Lu, P., Zhang, J. and Liu, A. (2006), "Structure analysis for Y-shape Bridge based on grillage theory", Journal of Guangzhou University, 5(2), 67-72.
|
12 |
Mikkoal, M.J. and Paavola, J. (1980), "Finite element analysis of box beams", J. Struct. Eng-ASCE, 106(10), 1343-1357.
|
13 |
Moses, F., Lebet, J.P. and Bez, R. (1994), "Applications of field testing to bridge evaluation", J. Struct. Eng- ASCE, 120(6), 1745-1762.
DOI
ScienceOn
|
14 |
Paavoal, J. (1993), "A finite element technique for thin walled beams", Comput. Struct., 144(1/2), 159-175.
|