All Issue

2026 Vol.19, Issue 1 Preview Page

Original Article

31 March 2026. pp. 45-55
Abstract
References
1

Chopra, A. K. (2018). Dynamics of Structures: Theory and Applications to Earthquake Engineering (5th Ed.). Pearson. Chapter 5 (Numerical Analysis of Dynamic Response): 181-214, Chapter 11.4.1 (Rayleigh Damping): 503-506.

2

Jun, Dae Ho and Hyun Gu Kang. (2006). Generation of Artificial Earthquake Wave Compatible with Design Spectrum and Its Response Characteristics. Journal of the Architectural Institute of Korea. 22(5): 121-128.

3

Korea Construction Standards Center. (2018). Seismic Design Standard (KDS 17 10 00). Goyang: KCSC.

4

Korea Meteorological Administration. (2025). Domestic Earthquake Statistics Service. Seoul: KMA. Available at: https://www.kma.go.kr/neng/earthqua-ke/earthquake-korea.do (accessed June 24, 2025).

5

Korean Society of Civil Engineers (KSCE). (2006). Design Guidelines for Cable-Supported Steel Bridges. Chapter 4 (Design Methods and Allowable Stresses). 41.

6

Korean Society of Civil Engineers (KSCE). (2018). Design Standards for Highway Bridges (Limit State Design Method): Cable Supported Bridges. Section 8.8.2 Design Damping Ratio. 8-15.

7

Park, Won-Joo and Deok-Keun Lee. (2025). Seismic Response and Vulnerable Cable Identification of Steel-Composite Cable-Stayed Bridges Based on Measured Buan Earthquake Ground Motions. Journal of the Korea Institute for Structural Maintenance and Inspection. 29(4): 43-53.

10.11112/jksmi.2025.29.4.43
8

Seed, A. F. K., H. H. Ahmed, S. E. Abdel Raheem, and Y. Abdel Shafy. (2013). Dynamic Non-Linear Behaviour of Cable-Stayed Bridges Under Seismic Loading. Life Science Journal. 10(4): 3725-3741.

9

Shin, Yeon-Woo, Ki-Nam Hong, Yong-Min Kwon, and Yeong-Mo Yeon. (2020). Seismic Fragility Analysis by Key Components of a Two-Pylon Concrete Cable-Stayed Bridge. Journal of the Korea Institute for Structural Maintenance and Inspection. 24(4): 26-37.

10.11112/jksmi.2020.24.4.26
10

Zhang, C., J. Lu, Z. Zhou, X. Yan, L. Xu, and J. Lin. (2021). Lateral Seismic Fragility Assessment of Cable-Stayed Bridge with Diamond-Shaped Concrete Pylons. Shock and Vibration. 2021: 2847603.

10.1155/2021/2847603

Korean References Translated from the English

1

국가건설기준센터 (2018). 내진설계기준(KDS 17 10 00). 고양: 국가건설기준센터.

2

기상청 (2025). 국내지진 통계서비스. 서울: 기상청. Available at: https://www.kma.go.kr/neng/earthqua-ke/earthquake-korea.do (접속일: 2025년 6월 24일).

3

대한토목학회 (2006). 케이블 강교량 설계지침. 제4장 (설계방법 및 허용응력). 41.

4

대한토목학회 (2018). 도로교 설계기준(한계상태설계법): 케이블지지교량. 8.8.2절 설계감쇠비. 8-15.

5

박원주, 이덕근 (2025). 실측 부안지진파를 활용한 강합성 사장교의 동적 응답 및 지진 취약 케이블 도출. 한국구조물진단유지관리공학회 논문집. 29(4): 43-53.

10.11112/jksmi.2025.29.4.43
6

신연우, 홍기남, 권용민, 영영모 (2020). 2주탑 콘크리트 사장교의 주요 부재 지진 취약도 분석. 한국구조물진단유지관리공학회 논문집. 24(4): 26-37.

10.11112/jksmi.2020.24.4.26
7

전대호, 강현구 (2006). 설계응답스펙트럼에 적합한 인공지진파 생성 및 응답특성. 대한건축학회논문집. 22(5): 121-128.

Information
  • Publisher :Korean Society of Disaster and Security
  • Publisher(Ko) :한국방재안전학회
  • Journal Title :Journal of Korean Society of Disaster and Security
  • Journal Title(Ko) :한국방재안전학회 논문집
  • Volume : 19
  • No :1
  • Pages :45-55
  • Received Date : 2026-01-07
  • Revised Date : 2026-01-16
  • Accepted Date : 2026-01-19