Modal pushover analysis of skewed bridges-case study of Jack Tone Road On-Ramp overcrossing
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-015-0008-x.pdf
Reference27 articles.
1. Abeysinghe, R. S., Gavaise, G., Rosignoli, M., and Tzaveas, T. (2002). “Pushover analysis of inelastic seismic behavior of greveniotikos bridge.” Journal of Bridge Engineering, ASCE, Vol. 7, No. 2, pp. 115–126.
2. Caltrans (2010). Caltrans seismic design criteria Version 1.6, California Department of Transportation, Sacramento, CA.
3. Chai, Y. H. and Hutchinson, T. C. (2002). “Flexural strength and ductility characteristics of reinforced concrete bridge piles - experimental investigation.” J. Structural Eng., ASCE, Vol. 128, No. 5, pp. 595–602.
4. Chintanapakdee, C. and Chopra, A. K. (2003). “Evaluation of modal pushover analysis using generic frames.” Earthquake Engng Struct. Dyn., Vol. 32, Issue 3, pp. 417–442.
5. Chopra, A. K. and Goel, R. K. (2004). “A modal pushover analysis procedure to estimate seismic demands for unsymmetric-plan buildings.” Earthquake Engng Struct. Dyn., Vol. 33, pp. 903–927.
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. A Nonlinear Static Procedure for the Seismic Design of Symmetrical Irregular Bridges;Shock and Vibration;2020-09-26
2. Assessment the Effect of Skewness and Number of Spans in Seismic Behavior of Bridges with Continuous Multiple Spans Using MPA;KSCE Journal of Civil Engineering;2018-04
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