1 |
Al-Ansari, M., Senouci, A. (2011) Drift Optimization of High-rise Buildings in Earthquake Zones, The Struct. Des. Tall & Special Build., 20(2), pp.208-222.
DOI
|
2 |
ANSI/AISC 341-05 (2005) Seismic Provisions for Structural Steel Buildings, Am. Inst. Steel Constr.
|
3 |
Atabay, S., Gulay, F.G. (2009) The Study of the Effect of Changes in Cost of the Materials Used in 3-D Shear-Wall Reinforced Concrete Structures on the Optimum Dimensions, Expert Syst. Appl., 36(3), pp.4331-4337.
DOI
|
4 |
Belegundu, A.D., Chandrupatla, T.R. (2011) Optimization Concepts and Applications in Engineering, Cambridge University Press.
|
5 |
Bruneau, M., Uang, C.M., Whittaker, A. (1997) Ductile Design of Steel Structures, McGraw-Hill, USA.
|
6 |
Chan, C.M., Zou, X.K. (2004) Elastic and Inelastic Drift Performance Optimization for Reinforced Concrete Buildings under Earthquake Loads, Earthq. Eng. & Struct. Dyn., 33(8), pp.929-950.
DOI
|
7 |
Choi, S.W., Park, H.S. (2011) Inter-story Drift Design Method to Improve the Seismic Performance for Steel Moment Frames, J. Comput. Struct. Eng. Inst. Korea, 24, pp.707-714.
|
8 |
Choi, S.W., Kim, Y., Lee, J., Hong, K., Park, H.S. (2013) Minimum Column to Beam Strength Ratios for Beam-Hinge Mechanisms based on Multi-Objective Seismic Design, J. Constr. Steel Res. 88, pp.53-62.
DOI
|
9 |
El Semelawy, M., Nassef, A.O., El Damatty, A.A. (2012) Design of Prestressed Concrete Flat Slab using Modern Heuristic Optimization Techniques, Expert Syst. Appl., 39(5), pp.5758-5766.
DOI
|
10 |
Foutch, D.A., Yun, S.Y. (2002) Modeling of Steel Moment Frames for Seismic Loads, J. Constr. Steel Res., 58(5-8), pp.529-564.
DOI
|
11 |
Gong, Y., Xue, Y., Xu, L., rierson, D.E. (2012) Energy-based Design Optimization of Steel Building Frameworks using Nonlinear Response History Analysis, J. Constr. Steel Res., 68(1), pp.43-50.
DOI
|
12 |
IBC 2015 (2015) International Building Code, International Code Council.
|
13 |
KBC 2016 (2016) Korea Building Code, Architectural Institute of Korea.
|
14 |
Liu, M., Burns, S.A., Wen, Y.K. (2005) Multiobjective Optimization for Performance-Based Seismic Design of Steel Moment Frame Structures, Earthq. Eng. & Struct. Dyn., 34(3), pp.289-306.
DOI
|
15 |
Liu, M., Burns, S.A., Wen, Y.K. (2006) Genetic Algorithm Based Construction Conscious Minimum Weight Design of Seismic Steel Moment Resisting Frames, J. Struct. Eng., 132(1), 50-58.
DOI
|
16 |
Park, H.S., Kwon, J.H. (2003) Optimal Drift Design Model for Multi-Story Buildings Subjected to Dynamic Lateral Forces, The Struct. Des. Tall & Special Build., 12(4), pp.317-333.
DOI
|
17 |
Seo, J.H., Song, W.K., Kwon, Y.H., Hong, K., Park, H.S. (2008) Drift Design Model for High-rise Buildings Based on Resizing Algorithm with a Weight Control Factor, The Struct. Des. Tall & Special Build., 17(3), pp.563-578.
DOI
|
18 |
Seo, J.H., Park, H.S. (2010) Design Method to Control Wind-Induced Vibration of High-Rise Buildings Using Resizing Algorithm, J. Comput. Struct. Eng. Inst. Korea, 23, pp.465-474.
|
19 |
FEMA 273 (1997) NEHRP Guidelines for the Seismic Rehabilitation of Buildings, Fed. Emerg. Manag. Agency.
|
20 |
Taranath, B. (1998) Steel, Concrete and Composite Design of Tall Buildings, McGraw-Hill.
|