Title:
Ductility of Reinforced Concrete Shearwalls for Seismic Areas
Author(s):
Thomas Paulay
Publication:
Symposium Paper
Volume:
53
Issue:
Appears on pages(s):
127-148
Keywords:
beams (supports); buckling; concstruction joints; cyclic loads; deep beams; ductility; earthquake resistant structures; earthquakes; joints (junctions); models; reinforced concrete; shear properties; shear strength; shearwalls; stiffness; walls
DOI:
10.14359/17696
Date:
1/1/1977
Abstract:
If structural survival of large seismic disturbances is to be assured, brittle failure modes due to shear, anchorage and local instability must be suppressed.