Journal of Engineering and Applied Sciences
Year:
2015
Volume:
10
Issue:
8
Page No.
223 - 226
Optimal Intermediate Steel Moment Resisting Frames with Different Spans and Story Numbers
Authors :
Mehdi Babaei
and
Mohsen Jabbar
References
AISC, 2005. Seismic provisions for structural steel buildings. American Institute of Steel Constructions Inc., Chicago, IL., USA.
Asgarian, B., A. Sadrinezhad and P. Alanjari, 2010. Seismic performance evaluation of steel moment resisting frames through incremental dynamic analysis. J. Constr. Steel Res., 66: 178-190.
CrossRef | Direct Link | Babaei, M. and S. Taherkhani, 2015. Optimal topology design of intermediate steel moment resisting frames with reinforced concrete shear walls. Int. J. Appl. Eng. Res., 10: 37909-37916.
Babaei, M. and S.S. Mousavi, 2015. Economic effects of beam spans, number of stories and soil type on special steel moment resisting frames with X-Bracings. Int. J. Sci. Technol., 4: 420-426.
Direct Link | Babaei, M., 2015. Exploring practical optimal topology for reinforced concrete frame structures. Am. J. Civil Eng., 3: 102-106.
Babaei, M., 2015. The economical effect of ductility levels on reinforced concrete frames design. Am. J. Civil Struct. Eng., 2: 1-6.
Direct Link | Sanaei, E. and M. Babaei, 2011. Cellular automata in topology optimization of continuum structures. Int. J. Eng. Sci. Technol., 3: 27-41.
Direct Link | Sanaei, E. and M. Babaei, 2012. Topology optimization of structures using cellular automata with constant strain triangles. Int. J. Civil Eng., 10: 179-188.
Yun, S.Y., R.O. Hamburger, C.A. Cornell and D.A. Foutch, 2002. Seismic performance evaluation for steel moment frames. J. Struct. Eng., 128: 534-545.