Analytical and Experimental Comparison of the Composite Space Truss with Plain and Profiled Decking Sheets Employing Headed-Stud and Channel-Stud Shear Connector
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
https://link.springer.com/content/pdf/10.1007/s13369-023-08173-1.pdf
Reference18 articles.
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2. El-Sheikh, A.I.: Sensitivity of space trusses to member geometric imperfections. Int. J. Space Struct. 10(2), 89–98 (1995). https://doi.org/10.1177/026635119501000202
3. El-Sheikh, A.I.; Shaaban, H.: Experimental study of composite space trusses with continuous chords. Adv. Struct. Eng. 2(3), 219–232 (1999). https://doi.org/10.1177/136943329900200306
4. Lakshmikandhan, K.N.; Senthil, R.; Jayachandran, A.S.; Sivakumar, P.; Ravichandran, R.: Parametric studies on the behavior of steel and composite space structures. Int. J. Space Struct. 25(3), 169–183 (2010). https://doi.org/10.1260/0266-3511.25.3.169
5. El-Shami, M.; Mahmoud, S.; Elabd, M.: Effect of floor openings on the capacity of composite space trusses. J. King Saud Univ. Eng. Sci. 30(2), 130–140 (2016)
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