A STUDY ON THE NECESSARY HORIZONTAL LOAD-CARRYING CAPACITY OF THE BUILDING IN THE REGION EXPECTED TO TSUNAMI INUNDATION

A STUDY ON THE NECESSARY HORIZONTAL LOAD-CARRYING CAPACITY OF THE BUILDING IN THE REGION EXPECTED TO TSUNAMI INUNDATION

In this paper, the height and depth of the building in the region expected to tsunami inundation are calculated by compared tsunami load to necessary horizontal load-carrying capacity in the base of the building. In addition, amount of shear walls to reinforce the building and cast-in-place concrete...

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Veröffentlicht in:AIJ Journal of Technology and Design 2012/10/20, Vol.18(40), pp.953-958
Hauptverfasser: KOBAYASHI, Masahito, ASANO, Koichi, HISADA, Hiroki, FUJIMORI, Satoru
Format: Artikel
Sprache:eng ; jpn
Schlagworte:
Concrete construction
Horizontal
Immersion depth for the design
Inundation
Mathematical models
Necessary horizontal load-carrying capacity
Reinforcing steels
Resists
Tsunami inundation zone
Tsunami load
Tsunamis
Walls
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Beschreibung
Zusammenfassung:In this paper, the height and depth of the building in the region expected to tsunami inundation are calculated by compared tsunami load to necessary horizontal load-carrying capacity in the base of the building. In addition, amount of shear walls to reinforce the building and cast-in-place concrete pile to resist tsunami load are calculated. Based on these studies, structural planning flows and examples by using three building models are shown.
ISSN:1341-9463
1881-8188
DOI:10.3130/aijt.18.953