1 |
Shang Xiaojiang, Xiao Congzhen, and Zhang Liruo (2008), "Discuss on out-plane effective length of compressive chord members in truss without lateral supports", Build. Struct., 38(6), 93-98. https://doi.org/10.3901/JME.2008.05.160.
|
2 |
Smyrnaios, S.V., Iliopoulos, A. and Vayas, I. (2015), "Truss models for inelastic stability analysis and design of steel plate girders", Eng. Struct., 105, 65-173. https://doi.org/10.1016/j.engstruct. 2015.09.040.
|
3 |
Szymczak, C. and Kujawa, M. (2017), "Buckling of thin-walled columns accounting for initial geometrical imperfections", Int. J. Nonlinear Mech., 95, 1-9. https://doi.org/ 10.1016/j.ijnonlinmec.2017.06.003.
DOI
|
4 |
TB100091 (2017), Code for Design of Steel Structure of Railway Bridge, Ministry of Transport of People's Republic of China; Beijing, China.
|
5 |
Timoshenko Gere (1961), Theory of elastic stability (2nd Ed.), McGraw- Hill Book Company, New York, USA.
|
6 |
Tomas, A. and Tovar, J.P. (2012), "The influence of initial geometric imperfections on the buckling load of single and double curvature concrete shells", Comput. Struct., 96-97, 34-45. https://doi.org/10.1016/j.compstruc.2012.01.007.
DOI
|
7 |
Wang, T.L. (1993), "Impact in railway truss bridge", Comput. Struct., 49(6), 1045-1054. https://doi.org/10.1016/0045-7949(93)90016-7.
DOI
|
8 |
Wen, Q.J. and Qi, Y.J. (2011), "Rearch on design of aluminum truss bridge", Adv. Mater. Res., 168-170, 1776-1779. https://doi.org/10.4028/www.scientific.net/AMR.168-170.1776.
DOI
|
9 |
Wen Q.J., Yue, Z., Zhou, M. and Liang, D. (2018), "Research on out-of-plane critical buckling load of upper chord in half-through truss bridge", J. Huazhong Univ. Sci. Technol. (Natural Science Edition), 46(1), 105-108. https://doi.org/10.13245/j.hust.180120.
|
10 |
AASHTO (2014), AASHTO LRFD Bridge Design Specifications (7th Ed.), American Association of State Highway and Transportation Officials; Washington DC, USA.
|
11 |
ANSI/AISC 306-10 (2010), Specification for Structural Steel Buildings, American Institute of Steel Construction; Chicago, USA.
|
12 |
Birajdar, H.S., Maiti P.R. and Singh, P.K. (2016), "Strengthening of Garudchatti bridge after failure of Chauras bridge", Eng. Fail. Anal., 62, 49-57. https://doi.org/10.1016/j.engfailanal.2015.12.002.
DOI
|
13 |
Bleich, F. (1952), Buckling Strength of Metal Structures, McGraw-Hill Book Company, New York, USA.
|
14 |
BS EN 1993-2 (2006), Design of Steel Structures. Part 2: Steel bridges, European Committee for Standardization; Brussels, Belgium.
|
15 |
Engesser, F. (1884, 1885), Die Sicherung offener Brucken gegen Ausknicken. Zentralbatt der Bauverwaltung, Deutschland. [In German]
|
16 |
Habibi, A. and Bidmeshki, S. (2018), "A dual approach to perform geometrically nonlinear analysis of plane truss structures", Steel Compos. Struct., 27(1), 13-25. https://doi.org/10.12989/ scs.2018.27.1.013.
DOI
|
17 |
Holt, E.C. (1952), "Buckling of a Pony Truss Bridge", in Stability of Bridge Chords without Lateral Bracing, Rep. No. 2; Column Research Council, Bethlehem, PA, USA.
|
18 |
Hu, L.S. (1952), "The Instability of Top Chords of Pony Trusses", Dissertation, University of Michigan, Ann Arbor, Michigan.
|
19 |
Iwicki, P. (2007), "Stability of trusses with linear elastic side-supports", Thin-Wall. Struct., 45(10), 849-854. https://doi.org/10.1016/j.tws.2007.08.005.
DOI
|
20 |
Jankowska-Sandberg, J. and Kolodziej, J. (2013), "Experimental study of steel truss lateral-torsional buckling", Eng. Struct., 46(46), 165-172. https://doi.org/10.1016/j.engstruct.2012.07.033.
DOI
|
21 |
JTS152-2012 (2012), Code for Design of Steel Structures in Port and Waterway Engineering, Ministry of Transport of People's Republic of China; Beijing, China.
|
22 |
Jiang Z.R., Shi K.R. and Xu, M. (2011), "Analysis of nonlinear buckling and construction simulation for an elliptic paraboloid radial beam stringstructure", China Civil Eng. J., 44(12), 1- 8. https://doi.org/10.15951/j.tmgcxb.2011.12.009.
|
23 |
JTG D64-2015 (2015), Specification for Design of High way Steel Bridge, Ministry of Transport of People's Republic of China; Beijing, China.
|
24 |
JTJ 283-1999 (1999), Code for Design of Steel Structure in Port Engineering, Ministry of Transport of People's Republic of China; Beijing, China.
|
25 |
Kozy, B., Boyle, R. and Earls, C.J. (2006), "Chord bearing capacity in long-span tubular trusses", Steel Compos. Struct., 6(2),103-122. https://doi.org/10.12989/scs.2006.6.2.103.
DOI
|
26 |
Lee, S.L. and Clough, R.W (1958), "Stability of pony truss bridges", Bridge Struct. Eng., 18, 91
|
27 |
Li, R. Yuan, X., Yuan, W., Dang, X. and Shen, G. (2016), "Seismic analysis of half-through steel truss arch bridge considering superstructure", Struct. Eng. Mech., 59(3), 387-401. https://doi.org/10.12989/sem.2016.59.3.387.
DOI
|
28 |
Liu liangmou and Xu Guanyao (2007), "Testing study on the global stability of "321" prefabricated highway steel bridge", Steel Construction, 4, 59-61.
|
29 |
Mazzolani, F.M. (1995), Aluminum Alloy Structure (2nd Ed.), Taylor & Francis Group, Chapman & Hall, London, England.
|
30 |
Rastgar, M. and Showkati, H. (2017), "Buckling of cylindrical steel tanks with oblique body imperfection under uniform external pressure", J. Pressure Vessel Technol., 139(6), 1-11. https://doi.org/10.1115/1.4037808.
|
31 |
Zhang, F. and Huang, J. (1998), "Study of calculation method on lateral stability of top chord of half-through truss bridge", J. Ningbo Univ. (Natural Science & Engineering Edition), 11(2), 62-68.
|
32 |
Ye, J. and Lu, M. (2018), "Optimization of domes against instability", Steel Compos. Struct., 28(4), 427-438. https://doi.org/ 10.12989/scs.2018.28.4.427.
DOI
|