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ABSTRACT
Role of distortional and warping stiffness of end regions at 3D performance of concrete bridges
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
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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.Keywords
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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
Copyright © 2009 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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