New high-rise R/C structure using ECC coupling beams
Title: New high-rise R/C structure using ECC coupling beams
Author(s): T. Kanda, S. Nagai, M. Maruta and Y. Yamamoto
Paper category : conference
Book title: 2nd International RILEM Conference on Strain Hardening Cementitious Composites (SHCC2-Rio)
Editor(s): R.D. Toledo Filho, F.A. Silva, E.A.B. Koenders and E.M.R. Fairbairn
Publisher: RILEM Publications SARL
Publication year: 2011
Pages: 289 - 296
Total Pages: 8
Nb references: 8
Abstract: Demands for eliminating columns and beams from high-rise multistory dwellings have led to an increase in such buildings with structural core walls. We have proposed and realized a new structure using ECC (Engineered Cementitious Composite) coupling beams, providing excellent flexural performance and excellent seismic energy absorption, between core walls.
ECC is a short fiber reinforced cement-based composite material with excellent tensile strain capability and crack control capability allowing multiple fine crack formation.
The structural requirements for the ECC coupling beam were such that no strength degradation was allowed at a member rotation angle of 4.0% under seismic load with no shear or bond splitting failures. The practical applications were realized by meeting the requirements through the structural experiments to establish the design principle.
Online publication: 2012-01-25
Publication type : full_text
Public price (Euros): 0.00
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