Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China

Zhao, Bin; Fabio, Taucer; Rossetto, Tiziana

doi:10.1016/j.engstruct.2009.02.039

Cited by 313 publications

(107 citation statements)

References 6 publications

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“…Nedavni potresi, poput onoga koji je 1999. pogodio Kocaeli ., također su uzrokovali ljudske žrtve i goleme materijalne štete. Brojni znanstvenici su analizirali štetu koju su potresi prouzročili na zgradama, te prenijeli naučeno iz takvih prirodnih katastrofa [1][2][3][4][5][6][7][8][9]. Značajna potresna aktivnost i lokalni uvjeti u tlu u velikoj mjeri utječu na stupanj oštećenja zgrada [10,11].…”

Section: Uvodunclassified

Utjecaj potresnih zona i lokalnih uvjeta tla na odziv armiranobetonskih zgrada

Yön

Öncü

Calayır

2015

JCE

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Section: Uvodunclassified

Utjecaj potresnih zona i lokalnih uvjeta tla na odziv armiranobetonskih zgrada

Yön

Öncü

Calayır

2015

JCE

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“…The damage observed varies from non-structural damage to total collapse of buildings. For further information on the damaged school buildings, see Zhao et al (2009). Strong ground shaking is verified in Fig.…”

Section: Yingxiumentioning

confidence: 99%

Reconnaissance report and preliminary ground motion simulation of the 12 May 2008 Wenchuan earthquake

Bjerrum

Atakan

Sørensen

2010

Bull Earthquake Eng

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“…They are generally constructed for residential and commercial purposes. In recent years, negative effects have been observed in recent earthquakes, for example, in 2014 Mae Lao earthquake [4], 2011 Lorca earthquake [5], 2009 L' Aquila earthquake [6,7], 2008 Wenchuan earthquake [8], 2007 Pisco-Chincha earthquake [9], and 2006 L' Aquila earthquake [10], which highlighted the vulnerability of RC frames with infill walls.…”

Section: Introductionmentioning

confidence: 99%

Shaking Table Test of a RC Frame with EPSC Latticed Concrete Infill Wall

Tang

Chen

et al. 2017

Shock and Vibration

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The expansive polystyrene granule cement (EPSC) latticed concrete wall is a new type of energy-saving wall material with loadbearing, insulation, fireproof, and environmental protection characteristics. A series of shaking table tests were performed to investigate the seismic behavior of a full-scale reinforced concrete (RC) frame with EPSC latticed concrete infill wall, and data obtained from the shaking table test were analyzed. The experimental results indicate that the designed RC frame with EPSC latticed concrete infill wall has satisfactory seismic performance subjected to earthquakes, and the seismic responses of the model structure are more sensitive to input motions with more high frequency components and long duration. The EPSC latticed concrete infill wall provided high lateral stiffness so that the walls can be equivalent to a RC shear wall. The horizontal and vertical rebar, arranged in the concrete lattice beam and column, could effectively restrain the latticed concrete infill wall and RC frame. To achieve a more comprehensive evaluation on the performance of the RC frame with latticed concrete infill walls, further research on its seismic responses is expected by comparing with conventional infill walls and nonlinear analytical method.

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Field investigation on the performance of building structures during the 12 May 2008 Wenchuan earthquake in China

Cited by 313 publications

References 6 publications

Utjecaj potresnih zona i lokalnih uvjeta tla na odziv armiranobetonskih zgrada

Utjecaj potresnih zona i lokalnih uvjeta tla na odziv armiranobetonskih zgrada

Reconnaissance report and preliminary ground motion simulation of the 12 May 2008 Wenchuan earthquake

Shaking Table Test of a RC Frame with EPSC Latticed Concrete Infill Wall

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