Cyclic Lateral Performance Evaluation of Precast Double-Skinned Composite Tubular Columns
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s13296-018-0308-3.pdf
Reference24 articles.
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2. Han, T. H., Stallings, J. M., Kang, Y. J. (2010). “Nonlinear concrete model for double-skinned composite tubular columns.” Construction and Building Materials, 24(12), pp. 2542–2553.
3. Kim, T.-H., Lee, H.-M., Kim, Y.-J., Shin, H.M. (2011). “Performance assessment of precast concrete segmental bridge columns with a shear resistant connecting structure.” Engineering Structures, 32(5), pp. 1292–1303.
4. Lalit Kumar Varshney, K. A. Patel, Sandeep Chaudhary, A. K. Nagpal (2013). “Control of time-dependent effects in steel-concrete composite frames.” International Journal of Steel Structures, 13(4), pp. 589–606.
5. Mohamed El Gawady, Aaron J. Booker and Haitham M. Dawood (2010). “Seismic behavior of posttensioned concrete-filled fiber tubes.” Journal of Composites For Construction, 14(5), pp. 616–628.
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