COLLAPSE LIMIT STATE DEFINITION FOR SEISMIC ASSESSMENTOF CODE‑ CONFORMING RC BUILDINGS

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TERRENZI M.; SPACONE E.; CAMATA G.

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Journal Paper

Paper Information

Journal: INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING Year:2018 | Volume:10 | Issue:3 Page(s): 325-337

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Information Journal Paper

Title

COLLAPSE LIMIT STATE DEFINITION FOR SEISMIC ASSESSMENTOF CODE‑ CONFORMING RC BUILDINGS

Author(s)

TERRENZI M. | SPACONE E. | CAMATA G. | Issue Writer Certificate

Keywords

COLLAPSE ·

EDP ·

REINFORCED CONCRETE ·

SEISMIC

Abstract

This paper presents a study on the selection of engineering demand parameters (EDPs) for the definition of collapse forcode-conforming reinforced concrete buildings. The definition of collapse for buildings is not unique, as different codesand authors define it with respect to different EDPs and different values of the EDPs. Since collapse is associated with largeplastic deformations, collapse is typically defined by deformation, displacement, and eventually energy EDPs. The EDPscan be either local when they refer to a single structural element response parameter (such as element rotation with respectto the chord) or global when they refer to an overall building response parameter (such as inter-story drift or top floor displacement). The Italian buildings code NTC2008 and Eurocode 8 use the chord rotation as EDP, while FEMA 356 and otherNorth American literature use inter-story drift ratio. This study compares different definitions of EDPs and different valuesof the selected EDPs by analyzing two code-conforming benchmark buildings, one six-story and the other nine-story high, designed according to Italian code. Multiple-stripe, non-linear dynamic analyses are carried out on the two buildings modeledwith concentrated hinges. The results show that different collapse definitions lead to very different safety evaluationsand point to the need for the definition of a single EDP and a single value to make collapse analyses (and risk assessment)studies comparable.

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APA: Copy

TERRENZI, M., SPACONE, E., & CAMATA, G.. (2018). COLLAPSE LIMIT STATE DEFINITION FOR SEISMIC ASSESSMENTOF CODE‑ CONFORMING RC BUILDINGS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 10(3), 325-337. SID. https://sid.ir/paper/319900/en

Vancouver: Copy

TERRENZI M., SPACONE E., CAMATA G.. COLLAPSE LIMIT STATE DEFINITION FOR SEISMIC ASSESSMENTOF CODE‑ CONFORMING RC BUILDINGS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2018;10(3):325-337. Available from: https://sid.ir/paper/319900/en

IEEE: Copy

M. TERRENZI, E. SPACONE, and G. CAMATA, “COLLAPSE LIMIT STATE DEFINITION FOR SEISMIC ASSESSMENTOF CODE‑ CONFORMING RC BUILDINGS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 10, no. 3, pp. 325–337, 2018, [Online]. Available: https://sid.ir/paper/319900/en

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