Full-scale structural and nonstructural building system performance during Earthquakes: Part II - NCS damage states

Elide Pantoli; Michelle C. Chen; Xiang Wang; Rodrigo Astroza; Hamed Ebrahimian; Tara C. Hutchinson; Joel P. Conte; José I. Restrepo; Claudia Marin; Kenneth D. Walsh; Robert E. Bachman; Matthew S. Hoehler; Robert Englekirk; Mahmoud Faghihi

doi:10.1193/012414EQS017M

Full-scale structural and nonstructural building system performance during Earthquakes: Part II - NCS damage states

Elide Pantoli, Michelle C. Chen, Xiang Wang, Rodrigo Astroza, Hamed Ebrahimian, Tara C. Hutchinson^*, Joel P. Conte, José I. Restrepo, Claudia Marin, Kenneth D. Walsh, Robert E. Bachman, Matthew S. Hoehler, Robert Englekirk, Mahmoud Faghihi

^*Autor correspondiente de este trabajo

Producción científica: Contribución a una revista › Artículo › revisión exhaustiva

69 Citas (Scopus)

Resumen

Nonstructural components and systems (NCSs) provide little to no load bearing capacity to a building; however, they are essential to support its operability. As a result, 75-85% of the initial building financial investment is associated with these elements. The vulnerability of NCSs even during low intensity earthquakes is repeatedly exposed, resulting in large economic losses, disruption of building functionality, and concerns for life safety. This paper describes and classifies damage to NCSs observed during landmark shake table tests of a full-scale five-story reinforced concrete building furnished with a broad variety of NCSs. This system-level test program provides a unique dataset due to the completeness and complexity of the investigated NCSs. Results highlight that the interactions between disparate nonstructural systems, in particular displacement compatibility, as well as the interactions between the NCSs and the building structure often govern their seismic performance.

Idioma original	Inglés
Páginas (desde-hasta)	771-794
Número de páginas	24
Publicación	Earthquake Spectra
Volumen	32
N.º	2
DOI	https://doi.org/10.1193/012414EQS017M
Estado	Publicada - may. 2016

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Publisher Copyright:
© 2016, Earthquake Engineering Research Institute.

Palabras clave

Earthquakes

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10.1193/012414EQS017M

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Pantoli, E., Chen, M. C., Wang, X., Astroza, R., Ebrahimian, H., Hutchinson, T. C., Conte, J. P., Restrepo, J. I., Marin, C., Walsh, K. D., Bachman, R. E., Hoehler, M. S., Englekirk, R., & Faghihi, M. (2016). Full-scale structural and nonstructural building system performance during Earthquakes: Part II - NCS damage states. Earthquake Spectra, 32(2), 771-794. https://doi.org/10.1193/012414EQS017M

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title = "Full-scale structural and nonstructural building system performance during Earthquakes: Part II - NCS damage states",

abstract = "Nonstructural components and systems (NCSs) provide little to no load bearing capacity to a building; however, they are essential to support its operability. As a result, 75-85% of the initial building financial investment is associated with these elements. The vulnerability of NCSs even during low intensity earthquakes is repeatedly exposed, resulting in large economic losses, disruption of building functionality, and concerns for life safety. This paper describes and classifies damage to NCSs observed during landmark shake table tests of a full-scale five-story reinforced concrete building furnished with a broad variety of NCSs. This system-level test program provides a unique dataset due to the completeness and complexity of the investigated NCSs. Results highlight that the interactions between disparate nonstructural systems, in particular displacement compatibility, as well as the interactions between the NCSs and the building structure often govern their seismic performance.",

keywords = "Earthquakes",

author = "Elide Pantoli and Chen, {Michelle C.} and Xiang Wang and Rodrigo Astroza and Hamed Ebrahimian and Hutchinson, {Tara C.} and Conte, {Joel P.} and Restrepo, {Jos{\'e} I.} and Claudia Marin and Walsh, {Kenneth D.} and Bachman, {Robert E.} and Hoehler, {Matthew S.} and Robert Englekirk and Mahmoud Faghihi",

note = "Publisher Copyright: {\textcopyright} 2016, Earthquake Engineering Research Institute.",

year = "2016",

month = may,

doi = "10.1193/012414EQS017M",

language = "English",

volume = "32",

pages = "771--794",

journal = "Earthquake Spectra",

issn = "8755-2930",

publisher = "Earthquake Engineering Research Institute",

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Pantoli, E, Chen, MC, Wang, X, Astroza, R, Ebrahimian, H, Hutchinson, TC, Conte, JP, Restrepo, JI, Marin, C, Walsh, KD, Bachman, RE, Hoehler, MS, Englekirk, R & Faghihi, M 2016, 'Full-scale structural and nonstructural building system performance during Earthquakes: Part II - NCS damage states', Earthquake Spectra, vol. 32, n.º 2, pp. 771-794. https://doi.org/10.1193/012414EQS017M

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AU - Pantoli, Elide

AU - Chen, Michelle C.

AU - Wang, Xiang

AU - Astroza, Rodrigo

AU - Ebrahimian, Hamed

AU - Hutchinson, Tara C.

AU - Conte, Joel P.

AU - Restrepo, José I.

AU - Marin, Claudia

AU - Walsh, Kenneth D.

AU - Bachman, Robert E.

AU - Hoehler, Matthew S.

AU - Englekirk, Robert

AU - Faghihi, Mahmoud

PY - 2016/5

Y1 - 2016/5

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AB - Nonstructural components and systems (NCSs) provide little to no load bearing capacity to a building; however, they are essential to support its operability. As a result, 75-85% of the initial building financial investment is associated with these elements. The vulnerability of NCSs even during low intensity earthquakes is repeatedly exposed, resulting in large economic losses, disruption of building functionality, and concerns for life safety. This paper describes and classifies damage to NCSs observed during landmark shake table tests of a full-scale five-story reinforced concrete building furnished with a broad variety of NCSs. This system-level test program provides a unique dataset due to the completeness and complexity of the investigated NCSs. Results highlight that the interactions between disparate nonstructural systems, in particular displacement compatibility, as well as the interactions between the NCSs and the building structure often govern their seismic performance.

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Full-scale structural and nonstructural building system performance during Earthquakes: Part II - NCS damage states

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