A new approach to determine the base shear of steel frame structures

Journal of Constructional Steel Research - Tập 65 - Trang 188-195 - 2009
Naci Caglar1, Murat Pala2, Muzaffer Elmas1, Dilek Mercan Eryılmaz1
1Department of Civil Engineering, Sakarya University, 54187 Sakarya, Turkey
2Department of Technical Programs, Gaziantep University, 79000 Kilis, Turkey

Tài liệu tham khảo

Turkish Earthquake Code (TEC), Regulations on structures constructed in disaster regions, Ministry of public works and settlement. Ankara; 1998 UBC-97 Uniform building code. In: International conference of buildings official; 1997 Bishop, 1995 Fausett, 1994 Kulkarni, 1994 Pala, 2006, New formulation for distortional buckling stress, Journal of Constructional Steel Research, 62, 716, 10.1016/j.jcsr.2005.09.011 Pu, 2006, Application of artificial neural networks to evaluation of ultimate strength of steel panels, Engineering Structures, 28, 1190, 10.1016/j.engstruct.2005.12.009 Chrysanthakopoulos, 2006, Approximate formulae for natural periods of plane steel frames, Journal of Constructional Steel Research, 62, 592, 10.1016/j.jcsr.2005.09.005 Zalka, 2001, A simplified method for calculation of the natural frequencies of wall-frame buildings, Engineering Structures, 23, 1544, 10.1016/S0141-0296(01)00053-0 Moller, 1993, A scaled conjugate gradient algorithm for fast supervised learning, Neural Networks, 6, 525, 10.1016/S0893-6080(05)80056-5 SAP 2000. Three dimensional static and dynamic finite element analysis and design of structures, basic analysis reference. Berkeley (California): Computers and Structures Inc.; May 2000