1 |
A. A. Vasilopoulos, N. Bazeos and D. E. Beskos (2008). "Seismic design of irregular space steel frames using advanced methods of analysis", Steel. Comp. Struct., An Int'l Journal, 8(1).
|
2 |
AISC (1994). Load and Resistance Factor Design. American Institute of Steel Construction, Inc., 2nd Edition.
|
3 |
AISC (2002). Seismic provisions for structural steel buildings. American. Ins. Steel. Const., Chicago, Illinois.
|
4 |
Asgarian,B and Shokrgozar, H. R.(2009). "BRBF response modification factor", J. Constr. Steel. Res., 65(2), 270-298.
|
5 |
ATC (1995). Structural Response Modification Factors. ATC Report 19, Redwood City, California.
|
6 |
ATC (1995). A Critical Review of Current Approaches to Earthquake-resistant Design. ATC Report 34. Redwood City, California.
|
7 |
C. O. Kurban and C. Topkaya, (2009). "A numerical study on response modification, overstrength, and displacement amplification factors for steel plate shear wall systems". Earthquake. Eng. Struct. Dyna., 38(4), 497-516.
DOI
ScienceOn
|
8 |
FEMA 302. (1997). NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures. Building Seismic Safety Council, Washington, D. C.
|
9 |
FEMA 274. (1997). NEHRP Commentary on the Guidelines for the Rehabilitation of Buildings. Building Seismic Safety Council, Washington, D. C.
|
10 |
Galindez,N. and Thomson, P. (2007). "Performance of steel moment-frame buildings designed according to the Colombian code NSR-98", Eng. Struct., 29(9), 2274-2281
DOI
ScienceOn
|
11 |
ICBO. (1997). Uniform Building Code. Inter. Conf. Build. Officials., Whittier California.
|
12 |
ICC. (2000). International Building Code 2000. International Code Council.
|
13 |
Kang, C. K. and Choi, B. J. (2002). "Empirical Estimation of Ductility Factors for Elasto-Plastic SDOF Systems in Alluvium Sites", 2nd International Symposium. Steel. Structures., Seoul, Korea, 533-542.
|
14 |
Kang, C. K. and Choi, B. J. (2004). "Statistical Study and Evaluation of Ductility Factors for Elastic Perfectly Plastic SDOF Systems in Stiff Soils", Inter. J. Steel. Struct., 4, 15-24.
|
15 |
Kang, C. K. and Choi, B. J. (2010). "Empirical Evaluation of Ductility Factors for the Special Steel Moment-Resisting Frames in view of Soil Condition", Struct. Design. Tall. Special. Build., 19(5), 551-572.
|
16 |
Kim, J. K. and Choi, H. H. (2005). "Response modification factors of chevron-braced frames", Eng. Struct., 27(2), 285-300.
DOI
ScienceOn
|
17 |
Mahmoudi, M and Zaree, M. (2010). "Evaluating response modification factors of concentrically braced steel frames", J. Const. Steel. Res., 66(10), 1196-1204.
DOI
ScienceOn
|
18 |
Miranda, E. (1997). "Strength Reduction Factors in Performance-based Design". Proc. EERC-CURE Symposium in Honor of V. V. Bertero, Report No. UCB/EERC 97/05, University of California, Berkeley, California, 125-132.
|
19 |
M. S. Hayalioglu and S. O. Degertekin (2007). "Minimum-weight design of non-linear steel frames using combinatorial optimization algorithms", Steel. Comp. Struct., An Int'l Journal, 7(3).
|
20 |
Nassar, A. A. and Krawinkler, H. (1991). Seismic Demands of SDOF and MDOF Systems. John. A. Blume.Earthq. Eng. Center., Report 95, Stanford University, California.
|
21 |
P. Torkzadeh, J. Salajegheh and E. Salajegheh. (2008). "Optimum design of steel framed structures including determination of the best position of columns", Steel. Comp. Struct., An Int'l Journal, 8(5).
|
22 |
Tsai, K. C. and Li, J. W. (1994). DRAIN 2D +: A General-purpose Computer Program for Static and Dynamic Analyses of Inelastic 2D Structures Supplemented with a Graphic Processor. Report No. CEER/R83 03, National Taiwan University.
|
23 |
Uang, C. M.(1991). "Establishing R(or Rw) and Cd factor for Building Seismic provisions", J. Struct. Eng.,ASCE, 117(1), 19-28.
DOI
|