Código QR (código de barras bidimensional)

Inertia force-displacement method for seismic analysis of shallow buried underground structures

As for the existing practical methods for seismic analysis of underground structures, including seismic coefficient method, free-field racking deformation method, flexible coefficient method, response displacement method, response acceleration method and Pushover analysis method, the inertia force o...

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Bibliografiske detaljer
Hovedforfatter: DU Xiu-li , XU Zi-gang , XU Cheng-shun , LI Yang
Format: Artigo
Sprog:Inglês
Udgivet: Editorial Office of Chinese Journal of Geotechnical Engineering 2018-04-01
Serier:Yantu gongcheng xuebao
Fag:
Online adgang:https://www.cgejournal.com/en/article/doi/10.11779/CJGE201804001
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