1 이동근, "지진에 대한 고층구조물의 시스템 연성요구도 평가방법" 17 (17): 245-257, 1997
2 Mander, J.B., "Theoretical Stress-Strain Model for Confined Concrete" ASCE 114 (114): 1804-1826, 1988
3 Iwan, W.D., "The effective period and damping of a class of hysteretic structures" 7 : 199-211, 1979
4 Fajfar, P., "The N2 method for the seismic damage analysis of RC buildings" 25 (25): 31-46, 1996
5 Applied Technology Council, "Seismic Evaluation and Retrofit of concrete Buildings" Redwood city 1996
6 Rosenblueth, E., "On a kind of hysteretic damping" 90 : 37-48, 1964
7 Applied Technology Council, "NEHRP guidelines for the seismic rehabilitation of building (FEMA 273), and NEHRP commentary on the guidelines for the seismic rehabilitation of buildings (FEMA 274)" ATC 33 1997
8 Gulkan, p., "Inelastic response of reinforced concrete structures to earthquakes motions" 71 : 604-610, 1974
9 Applied Technology Council, "Improvement of nonlinear static seismic analysis procedures (FEMA 440)" ATC-55 Project 2004
10 Valles, R.E., "IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Building" NCEER 1996
1 이동근, "지진에 대한 고층구조물의 시스템 연성요구도 평가방법" 17 (17): 245-257, 1997
2 Mander, J.B., "Theoretical Stress-Strain Model for Confined Concrete" ASCE 114 (114): 1804-1826, 1988
3 Iwan, W.D., "The effective period and damping of a class of hysteretic structures" 7 : 199-211, 1979
4 Fajfar, P., "The N2 method for the seismic damage analysis of RC buildings" 25 (25): 31-46, 1996
5 Applied Technology Council, "Seismic Evaluation and Retrofit of concrete Buildings" Redwood city 1996
6 Rosenblueth, E., "On a kind of hysteretic damping" 90 : 37-48, 1964
7 Applied Technology Council, "NEHRP guidelines for the seismic rehabilitation of building (FEMA 273), and NEHRP commentary on the guidelines for the seismic rehabilitation of buildings (FEMA 274)" ATC 33 1997
8 Gulkan, p., "Inelastic response of reinforced concrete structures to earthquakes motions" 71 : 604-610, 1974
9 Applied Technology Council, "Improvement of nonlinear static seismic analysis procedures (FEMA 440)" ATC-55 Project 2004
10 Valles, R.E., "IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Building" NCEER 1996
11 IAEA, "IAEA CRP-NFE Camus Benchmark: Experimental results and specifications to the participants" SEMT/EMSI/RT/02-047/A 2002
12 Miranda, E., "Evaluation of approximate methods to estimate maximum inelastic displacement demands" 31 : 539-560, 2002
13 Lee, D. G., "Estimation of system-level ductility demands for multi-story structures" 19 (19): 1025-1035, 1997
14 HAZUS-MH1, "Earthquake Loss Estimation Methodology" Prepared by the National Institute of Building Sciences for Federal Emergency Management Agency 2003
15 Kowalsky, M., "Displacement-based design of RC bridge columns in seismic regions" 24 : 1623-1643, 1995
16 Qi, X., "Displacement design approach for reinforced concrete structures subjected to earthquake" Univ. of California 1991
17 UCFyber, "Cross section analysis software for structural engineers" ZeventTM 2000
18 Hachem, M. M., "Bispec Help Manual" Pacific Earthquake Engineering Research Center 2000
19 Chopra, A.K., "A modal pushover analysis procedure to estimate seismic demands for buildings: theory and preliminary evaluation" Pacific Earthquake Engineering Research Center 2001