Flexural Rigidity Evaluation of Seismic Performance of Hollow-Core Composite Bridge Columns
Author:
Publisher
Springer International Publishing
Link
http://link.springer.com/content/pdf/10.1007/978-3-319-78175-4_80
Reference19 articles.
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2. Dawood, H., Elgawady, M., & Hewes, J. (2014). Factors affecting the seismic behavior of segmental precast bridge columns. Frontiers of Structural and Civil Engineering, 8(4), 388–398.
3. Ozbakkaloglu, T., & Fanggi, B. L. (2013). Axial compressive behavior of FRP-concrete-steel double-skin tubular columns made of normal-and high-strength concrete. Journal of Composites for Construction, 18(1), 04013027.
4. Teng, J. G., Yu, T., Wong, Y. L., & Dong, S. L. (2007). Hybrid FRP–concrete–steel tubular columns: Concept and behavior. Construction and Building Materials, 21(4), 846–854.
5. Shakir-Khalil, H. (1991). Composite columns of double-skinned shells. Journal of Constructional Steel Research, 19(2), 133–152.
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