Axial Load Effects on the Response of Yielding Links in Eccentrically Braced Frames

Author:

Mortazavi Pedram,Kwon Oh-Sung,Christopoulos Constantin

Publisher

Springer Nature Switzerland

Reference23 articles.

1. Fujimoto, M., Aoyagi, T., Ukai, K. Wada, A., Saito, K.: Structural characteristics of eccentric k-braced frames. Trans. Archit. Inst. Japan (1972)

2. Popov, P., Takanashi, K., Roeder, C.: Structural steel bracing systems: behavior under cyclic loading. Report No. EERC 76–17, Earthq. Eng. Res. Inst. (1976)

3. Roeder, C.W., Popov, E.P.: Inelastic behavior of eccentrically braced steel frames under cyclic loading. UCB/EERC-17/18, University of California Berkeley (1977)

4. Hjelmstad, K.D., Popov, E.P.: Cyclic behavior and design of link beams. ASCE J. Struct. Eng. 109(10), 2387–2403 (1983)

5. Malley, J.O., Popov, E.P.: Shear links in eccentrically braced frames. ASCE J. Struct. Eng. 110(9), 2275–2295 (1984)

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