1 한상환, "응답 스펙트럼의 평균과 분산, 상관관계를 모두 고려한 지반운동 선정 방법 – I 알고리즘" 한국지진공학회 20 (20): 55-62, 2016
2 김성현, "세장한 RC 벽체의 비선형 동적 거동에 의한 전단력 증폭효과" 한국콘크리트학회 30 (30): 135-146, 2018
3 전성하, "비선형 동적해석에 의해 내진설계된 철근콘크리트 보통전단벽의 지진취약도 분석" 한국지진공학회 23 (23): 169-181, 2019
4 Rutenberg A, "The Seismic Shear Demands in Ductile Cantilever Wall Systems and the EC8 Provisions" 4 : 1-21, 2006
5 PEER, "Tall Buildings Initiative. Guidelines for Performance-Based Seismic Design of Tall Buildings" Pacific Earthquake Engineering Research Center. College of Engineering, University of California 2017
6 Gupta AK, "Structural Mechanics in Reactor Technology" 1981
7 Blakeley RWG, "Seismic Shear Loading at Flexural Capacity in Cantilever Wall Structures" 8 (8): 278-290, 1975
8 PEER, "Pacific Earthquake Engineering Research Center, University of California Berkeley"
9 NZS, "NZS 3101: Part1, Concrete Structures Standard; Part 2. Commentary on the Design of Concrete Structures"
10 Wiebe L, "Mitigation of Higher Mode Effects in Base-rocking Systems by Using Multiple Rocking Sections" 13 (13): 83-108, 2009
1 한상환, "응답 스펙트럼의 평균과 분산, 상관관계를 모두 고려한 지반운동 선정 방법 – I 알고리즘" 한국지진공학회 20 (20): 55-62, 2016
2 김성현, "세장한 RC 벽체의 비선형 동적 거동에 의한 전단력 증폭효과" 한국콘크리트학회 30 (30): 135-146, 2018
3 전성하, "비선형 동적해석에 의해 내진설계된 철근콘크리트 보통전단벽의 지진취약도 분석" 한국지진공학회 23 (23): 169-181, 2019
4 Rutenberg A, "The Seismic Shear Demands in Ductile Cantilever Wall Systems and the EC8 Provisions" 4 : 1-21, 2006
5 PEER, "Tall Buildings Initiative. Guidelines for Performance-Based Seismic Design of Tall Buildings" Pacific Earthquake Engineering Research Center. College of Engineering, University of California 2017
6 Gupta AK, "Structural Mechanics in Reactor Technology" 1981
7 Blakeley RWG, "Seismic Shear Loading at Flexural Capacity in Cantilever Wall Structures" 8 (8): 278-290, 1975
8 PEER, "Pacific Earthquake Engineering Research Center, University of California Berkeley"
9 NZS, "NZS 3101: Part1, Concrete Structures Standard; Part 2. Commentary on the Design of Concrete Structures"
10 Wiebe L, "Mitigation of Higher Mode Effects in Base-rocking Systems by Using Multiple Rocking Sections" 13 (13): 83-108, 2009
11 "KDS 41 17 00. Seismic Building Design Code"
12 Architectural Institute of Korea, "Guidelines for Performance-Based Seismic Design of Residential Buildings"
13 "Guide R 1.92. Combining Modal Responses and Spatial Components in Seismic Response Analysis. Revision 2"
14 CEN, "Eurocode 8–Earthquake Resistant Design of Structures. Pt. 1.3 General Rules–specific Rules for Various Materials and Elements"
15 Chopra AK, "Dynamics of Structures: Theory and Applications to Earthquake Engineering" Prentice-Hall 1995
16 Priestley MJN, "Displacement Based Seismic Design of Structures" 24 (24): 2008
17 Gupta AK, "Comparison of Modal Combination Methods" 78 (78): 53-68, 1984
18 ACI Committee, "Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary"