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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.37 No.4
- 발행연도
- 2020.1
- 수록면
- 447 - 462 (16page)
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초록· 키워드
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In this paper, a simplified seismic design method for low-rise dual frame-steel plate shear wall (SPSW) structures is proposed in the framework of performance-based seismic design. The dynamic response of a low-rise structure is mainly dominated by the first-mode and the structural system can be simplified to an equivalent single degree-of-freedom (SDOF) oscillator. The dual frame-SPSW structure was decomposed into a frame system and a SPSW system and they were simplified to an equivalent F-SDOF (SDOF for frame) oscillator and an equivalent S-SDOF (SDOF for SPSW) oscillator, respectively. The analytical models of F-SDOF and S-SDOF oscillators were constructed based on the OpenSees platform. The equivalent SDOF oscillator (D-SDOF, dual SDOF) for the frame-SPSW system was developed by combining the F-SDOF and S-SDOF oscillators in parallel. By employing the lateral force resistance coefficients and seismic demands of D-SDOF oscillator, the design approach of SPSW systems was developed. A 7-story frame-SPSW system was adopted to verify the feasibility and demonstrate the design process of the simplified method. The results also show the seismic demands derived by the equivalent dual SDOF oscillator have a good consistence with that by the frame-SPSW structure.
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참고문헌 (37)
참고문헌 신청
2005 / AISC 341, Seismic provisions for structural steel buildings / American Institute of Steel Construction
Astaneh-Asl, A. / 2000 / Steel plate shear walls / US-Japan Partnership for Advanced Steel Structures, US-Japan Workshop on Seismic Fracture Issues in Steel Structures
Jiulin Bai / 2016 / Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method / Engineering Structures 107:66~79
Jiulin Bai / 2016 / Seismic optimization design for uniform damage of reinforced concrete moment-resisting frames using consecutive modal pushover analysis / Advances in Structural Engineering 19(8):1313~1327
Jiulin Bai / 2018 / Improved Performance-Based Plastic Design for RC Moment Resisting Frames: Development and a Comparative Case Study / International Journal of Structural Stability and Dynamics 18(04):1850050
Astaneh-Asl, A. / 2000 / Steel plate shear walls / US-Japan Partnership for Advanced Steel Structures, US-Japan Workshop on Seismic Fracture Issues in Steel Structures
Jiulin Bai / 2016 / Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method / Engineering Structures 107:66~79
Jiulin Bai / 2016 / Seismic optimization design for uniform damage of reinforced concrete moment-resisting frames using consecutive modal pushover analysis / Advances in Structural Engineering 19(8):1313~1327
Jiulin Bai / 2018 / Improved Performance-Based Plastic Design for RC Moment Resisting Frames: Development and a Comparative Case Study / International Journal of Structural Stability and Dynamics 18(04):1850050
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