General Article
Abstract
References
Information
E. Bernatowska and L. Ślęczka, Experimental and Numerical Investigation into Failure Modes of Tension Angle Members Connected by One Leg. Materials. 14 (2021), 5141. DOI: https://doi.org/ 10.3390/ma14185141
10.3390/ma1418514134576363PMC8470118
T.W. Ling, X.L. Zhao, R. Al-Mahaidi, and J. Packer, Investigation of shear lag failure in gusset- plate welded structural steel hollow section connections. Journal of Constructional Steel Research - J CONSTR STEEL RES. 63 (2007), pp. 293-304. DOI: 10.1016/j.jcsr.2006.05.006.
10.1016/j.jcsr.2006.05.006
C.L. Pan, Prediction of the strength of bolted cold-formed channel sections in tension. Thin- Walled Structures. 42(8) (2004), pp. 1177-1198, ISSN 0263-8231, DOI: https://doi.org/10.1016/ j.tws.2004.02.001.
10.1016/j.tws.2004.02.001
G. Abi-Saad and D. Bauer, Analytical approach for shear lag in welded tension members. Canadian Journal of Civil Engineering. 33(4) (2011), pp. 384-394. DOI: https://doi.org/10.1139/l06-058.
10.1139/l06-058
S. Alqawzai, B. Yang, B. Alsubari, H.S. Abdulaali, and M. Elchalakani, Modeling of octagonal concrete- filled double-skin steel tube stub columns under axial compression. International Journal of Sustainable Building Technology and Urban Development. 13(1) (2022), pp. 23-43. DOI: 10. 22712/susb.20220004
- Publisher :Sustainable Building Research Center (ERC) Innovative Durable Building and Infrastructure Research Center
- Publisher(Ko) :건설구조물 내구성혁신 연구센터
- Journal Title :International Journal of Sustainable Building Technology and Urban Development
- Volume : 14
- No :3
- Pages :405-417
- Received Date : 2023-09-18
- Accepted Date : 2023-09-20
- DOI :https://doi.org/10.22712/susb.20230030