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ABSTRACT

Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges

Z. Bittnar, L. Vrablik, M. Polak, V. Kristek1

CTU in Prague, Faculty of Civil Engineering

The International Conference on Computational & Experimental Engineering and Sciences 2009, 13(2), 43-48. https://doi.org/10.3970/icces.2009.013.043

Abstract

Detail structural and dynamic analysis of concrete suspended bridge structure in Prague which was assessed because of severe damages of parapets and expansion joints is presented. Measured and calculated results are compared and approaches to repairing and stiffening are also recommended.

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APA Style
Bittnar, Z., Vrablik, L., Polak, M., Kristek, V. (2009). Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges. The International Conference on Computational & Experimental Engineering and Sciences, 13(2), 43-48. https://doi.org/10.3970/icces.2009.013.043
Vancouver Style
Bittnar Z, Vrablik L, Polak M, Kristek V. Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges. Int Conf Comput Exp Eng Sciences . 2009;13(2):43-48 https://doi.org/10.3970/icces.2009.013.043
IEEE Style
Z. Bittnar, L. Vrablik, M. Polak, and V. Kristek "Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges," Int. Conf. Comput. Exp. Eng. Sciences , vol. 13, no. 2, pp. 43-48. 2009. https://doi.org/10.3970/icces.2009.013.043



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