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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.23 No.2
- 발행연도
- 2019.1
- 수록면
- 81 - 95 (15page)
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초록· 키워드
오류제보하기
The unexpected seismic interaction of dry-assembled precast concrete frame structures typical of the European heritage with their precast cladding panels brought to extensive failures of the panels during recent earthquakes due to the inadequateness of their connection systems. Following this recognition, an experimental campaign of cyclic and pseudodynamic tests has been performed at ELSA laboratory of the Joint Research Centre of the European Commission on a full-scale prototype of precast structure with vertical and horizontal cladding panels within the framework of the Safecladding project. The panels were connected to the frame structure by means of innovative arrangements of fastening systems including isostatic, integrated and dissipative. Many of the investigated configurations involved a strong frame-cladding interaction, modifying the structural behaviour of the frame turning it into highly non-linear since small deformation. In such cases, properly modelling the connections becomes fundamental in the framework of a design by non-linear dynamic analysis. This paper presents the peculiarities of the numerical models of precast frame structures equipped with the various cladding connection systems which have been set to predict and simulate the experimental results from pseudo-dynamic tests. The comparison allows to validate the structural models and to derive recommendations for a proper modelling of the different types of existing and innovative cladding connection systems.
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참고문헌 (65)
참고문헌 신청
Babic, A. / 2016 / Seismic fragility functions of industrial precast building classes / Eng. Struct 118:357~370
Baird, A. / 1981 / Experimental and numerical validation of seismic interaction between cladding systems and moment resisting frames / Proceedings of the 15th World Conference on Earthquake Engineering
Batalha, N. / 2019 / Seismic performance of RC precast industrial buildings-learning with the past earthquakes / Innov. Infrastr. Sol 4(1):4
Belleri, A. / 2017 / Displacement based design for precast concrete frames with not-emulative connections / Eng. Struct 141:228~240
Belleri, A. / 2015 / Seismic performance of precast industrial facilities following major earthquakes in the Italian territory / J. Perform. Constr. Facil 29(5):04014135
Baird, A. / 1981 / Experimental and numerical validation of seismic interaction between cladding systems and moment resisting frames / Proceedings of the 15th World Conference on Earthquake Engineering
Batalha, N. / 2019 / Seismic performance of RC precast industrial buildings-learning with the past earthquakes / Innov. Infrastr. Sol 4(1):4
Belleri, A. / 2017 / Displacement based design for precast concrete frames with not-emulative connections / Eng. Struct 141:228~240
Belleri, A. / 2015 / Seismic performance of precast industrial facilities following major earthquakes in the Italian territory / J. Perform. Constr. Facil 29(5):04014135
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