Author:
Chung Chul Hun,Lee Jungwhee,Kim Jong Suk
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Reference13 articles.
1. Cândido-Martins, J. P. S., Costa-Neves, L. F., and Vellasco, P. C. G. da S. (2010). “Experimental evaluation of the structural response of Perfobond shear connectors.” Engineering Structures, Vol. 32, Issue 8, pp. 1976–1985, DOI: 10.1016/j.engstruct.2010.02.031 .
2. Chung, C. H. and Lee, H. S. (2005). “Evaluation of shear of the G type Perfobond rib shear connectors.” Journal of The Korean Society of Civil Engineers, Vol. 25, No. 5A, pp. 879–888.
3. Eurocode 4. ENV (1994). Design of composite steel and concrete structures, European Committee for Standardisation (CEN).
4. Josef, M. and Jiri, S. (2002) “Perforated shear connectors.” Steel and Composite Structures, Vol. 2, No. 1, pp. 51–66.
5. Leonhardt, F., Andr, W., Andr, H. P., and Harre, W. (1987). “Neues, vorteilhaftes verbundmittel fur stahlverbund-tragwerke mit hoher dauerfestigkeit (New improved shear connector with high fatigue strength for composite structures).” Beton und Stahlbetonbau Heft, Vol. 82, Issue 12, pp. 325–331.
Cited by
22 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献