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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.35 No.4
- 발행연도
- 2020.1
- 수록면
- 527 - 544 (18page)
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초록· 키워드
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This research presents the design and numerical assessment of composite steel-concrete frame structures with welded dissipative fuses. The assessment has been carried out based on linear response spectrum, nonlinear static pushover and time history procedures. The analytical expressions which define the envelope of the nonlinear response of the dissipative fuses are first presented and calibrated against experimental results available in literature. The assessment is then carried out according to a design methodology proposed herein. Outcomes of the numerical assessment indicate that the use of welded dissipative fuses successfully limited damage within the replaceable parts. Furthermore, although structures with dissipative fuses present lower strength and, generally, lower displacement capacity, their displacement ductility and global dissipative performance are generally higher than conventional structures, especially when the structure with dissipative fuses presents a dissipative configuration adjusted to the bending moment distribution diagram calculated for the applied seismic action.
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참고문헌 (37)
참고문헌 신청
Balut, N. / 2003 / Suggestion for an improved ‘dog-bone’solution / Proceedings of the Conference on Behaviour of Steel Structures in Seismic Areas
Luís Calado / 2013 / Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames / Steel and Composite Structures, An International Journal 14(6):547~569
Calado, L. / Chapter 6, Deliverable 3.2: Volume with pre-normative design guidelines for innovative devices, INNOSEIS project (RFCS-AM-2015-709434)
Calado, L. / 2000 / Connections in Steel Structures IV / Elsevier Science
Castiglioni, C. A. / 2017 / A procedure for the assessment of the behaviour factor for steel MRF systems based on pushover analysis / Proceedings of the 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2017)
Luís Calado / 2013 / Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames / Steel and Composite Structures, An International Journal 14(6):547~569
Calado, L. / Chapter 6, Deliverable 3.2: Volume with pre-normative design guidelines for innovative devices, INNOSEIS project (RFCS-AM-2015-709434)
Calado, L. / 2000 / Connections in Steel Structures IV / Elsevier Science
Castiglioni, C. A. / 2017 / A procedure for the assessment of the behaviour factor for steel MRF systems based on pushover analysis / Proceedings of the 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2017)
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