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1 Chen, X., Ge, L., Zhou, J., & Wu, S. (2017). Dynamic Brazilian test of concrete using split Hopkinson pressure bar. Materials and Structures. doi:10.1617/s11527-016-0885-6./   DOI View Article
2 Kim, J., & Kim, S. (2017). Performance-based seismic design of staggered truss frames with friction dampers. Thin-Walled Structures, 111, 197-209./   DOI View Article
3 Lee, J. D., Yoon, J. K., & Kang, T. H.-K. (2016). Combined half precast concrete slab and post-tensioned slab topping system for basement parking structures. Journal of Structural Integrity and Maintenance, 1(1), 1-9./   DOI View Article
4 Li, H., & Liu, G. (2016). Tensile properties of hybrid fiberreinforced reactive powder concrete after exposure to elevated temperatures. International Journal of Concrete Structures and Materials, 10(1), 29-37./   DOI View Article
5 Pancar, E. B., & Akpinar, M. V. (2016). Temperature reduction of concrete pavement using glass bead materials. International Journal of Concrete Structures and Materials, 10(1), 39-46./   DOI View Article
6 Plevova, E., Vaculikova, L., Kozusnikova, A., Ritz, M., & Simha Martynkova, G. (2016). Thermal expansion behaviour of granites. Journal of Thermal Analysis and Calorimetry, 123(2), 1555-1561./   DOI View Article
7 ASTM C150/C150M. (2016). Standard specification for Portland cement. West Conshohocken, PA: ASTM International./ View Article
8 Yoo, D. Y., & Yoon, Y. S. (2016). A review on structural behavior, design, and application of ultra-high-performance fiber-reinforced concrete. International Journal of Concrete Structures and Materials, 10(2), 125-142./   DOI View Article
9 Li, J., Wu, C., Hao, H., Su, Y., & Liu, Z. (2016a). Blast resistance of concrete slab reinforced with high performance fibre material. Journal of Structural Integrity and Maintenance, 1(2), 51-59./   DOI View Article
10 Li, J., Wu, C., Hao, H., Wang, Z., & Su, Y. (2016b). Experimental investigation of ultra-high performance concrete slabs under contact explosions. International Journal of Impact Engineering, 93, 62-75./   DOI View Article