[1] Brown N. K., Kowalsky M., Nau J., Strain Limits for Concrete Filled Steel Tubes in Aashto Seismic Provisions, Report prepared for Alaska Department of Transportation & Public Facilities, North Carolina State University, 2013.
[2] Schneider SP, Alostaz YM. Experimental behavior connections to concrete-filled steel tubes, Journal of Construction Steel Research, 45(3): 321–52, 1998.
[3] Kang CH, Shin KJ, Oh YS, Moon TS, Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements. Engineering Structure, 23(9):1194–201, 2001.
[4] Cheng CT, Chung LL. Seismic performance of steel beams to concrete-filled steel tubular column connections, Journal of Construction Steel Research, 59(3):405–26, 2003.
[5] Ricles JM, Peng SW, Lu LW. Seismic behavior of composite concrete filled steel tube column-wide flange beammoment connections. Journal of Structural Engineering ASCE, 130 (2), 223–32, 2004.
[6] Du Y., Zhihua Chen, J.Y. Richard Liew, Ming-Xiang Xiong, Rectangular concrete-filled steel tubular beam-columns using high-strength steel: Experiments and design, Journal of Constructional Steel Research, Volume 131, Pages 1-18, 2017.
[7] Hao H., Predictions of Structural Response to Dynamic Loads of Different Loading Rates, International Journal of Protective Structures, Volume 6, 2015
[8] Alostaz Y., Schneider S., Analytical behavior of connections to concrete-filled steel tubes, Journal of Constructional Steel Research, Volume 40, Issue 2, Pages 95-127, 1996.
[9] Schneider S., Alostaz T., Experimental Behavior of Connections to Concrete-filled Steel Tubes, Journal of Constructional Steel Research, Volume 45, Issue 3, Pages 321-352, 1998.
[10] Wu L., Chung L., Tsai Sh., Shen T., Huang G., Seismic behavior of bolted beam-to-column connections for concrete filled steel tube, Journal of Constructional Steel Research, Volume 61, Issue 10, Pages 1387-1410, 2005.
[11] Fujikura Sh., Bruneau M., and Lopez-Garcia D., Experimental Investigation of Multihazard Resistant Bridge Piers Having Concrete-Filled Steel Tube under Blast Loading, Journal of Bridge Engineering, 586-594, ASCE , 2008.
[12] Sadrnejad A., Ziaei M., Behavior of the Bolted Beam-Column Connections under Blast, Passive Defence Sci. & Tech., 2, 93-101, 2013 (in Farsi).
[13] Zhang F., Wu Ch., Zhao X., Li Zh., Heidarpour A., and Wang H., Numerical Modeling of Concrete-Filled Double-Skin Steel Square Tubular Columns under Blast Loading,
Journal of Performance of Constructed Facilities,
Volume 29, Issue 5, 2015.
[14] Xu F., Chen J., Jin Wei-liang, Experimental investigation of concrete-filled steel tubular longitudinal gusset plate connections, Journal of Constructional Steel Research, Volume 124, Pages 163-172,
[15] Liu J., Yuanlong Yang, Jiepeng Liu, Xuhong Zhou, Experimental investigation of special-shaped concrete-filled steel tubular column to steel beam connections under cyclic loading, Engineering Structures, Volume 151, Pages 68-84, 2017.
[16] Xu M., Shan Gao, Sumei Zhang, Honghao Li, Experimental study on bolted CFST-column joints with different configurations in accommodating column-loss, Journal of Constructional Steel Research, Volume 151, Pages 122-131, 2018.
[17] Li M., Zong , Hao H., Zhang X., Lin J., Xie G., Experimental and numerical study on the behaviour of CFDST columns subjected to close-in blast loading, Engineering Structures, Volume 185, Pages 203-220, 2019.
[18] LS-DYNA keyword user's manual (LS-DYNA R8.0). Livermore, California: Livermore Software Technology Corporation, 2015.
[19] https://www.sciencealert.com/this-incredible-photo-clearly-shows-an-explosion-s-shock-wave
[20] UFC3-340-2, UFC3-340-2, Structures to resist the effects of accidental explosions, Department of defense, United States of America, 2008.
[21] Kingery C.N., G. Bulmash, Air blast parameters from TNT spherical air burst and hemispherical surface burst, Report ARBL-TR-02555, U.S. Army BRL, Aberdeen Proving Ground, MD, 1984.
[22] Li B., Yuan-Long Yang, Yohchia-Frank Chen, Wei Cheng, Lin-Bo Zhang, Behavior of connections between square CFST columns and H-section steel beams, Journal of Constructional Steel Research, Volume 145, Pages 10-27, 2018
[23] Design guidance for shelters and safe rooms, Risk management series, FEMA-453, 2006.
[24] Ziaei M., Investigation on Behavior of Bolted Beam-to-Column Connections in Steel Frames under Blast Loading, Ph.D dissertation, K.N.Toosi university of Technology, Tehran, Iran, 2014.