Inelastic seismic shear amplification due to higher mode effects in reinforced concrete coupled walls

Abstract

Recent numerical and experimental studies on reinforced concrete shear walls and coupled walls have shown shear forces greater than expected when the walls are subjected to earthquakes at an intensity level that does not exceed the design values. This amplification of shear forces is attributable to the effects of higher modes after the walls develop a plastic hinge at the base. These effects have been recently recognized in North American design codes for cantilever walls and is currently neglected in the design of ductile coupled walls. As part of the research program described in this article, a parametric study was carried out on coupled wall systems to identify the geometric and physical parameters having the greatest influence on the seismic shear amplification. Using the results of this parametric study, an extensive numerical study was conducted on classes of ductile coupled walls subjected to seismic excitation representative of Western and Eastern Canada. This extensive study led to the establishment of shear amplification prediction equations for use in building codes.

Betonarme Perdelerin Kesme Güvenliğinin TBDY-2018’e Göre İncelenmesi

“…[24], Rivard vd. [25] bağ kirişli betonarme perdelerin kesme talebini araştırmışlardır. Rivard [25] dolu gövdeli perdelerde olduğu gibi bağ kirişli perdelerin kesme talebinde de yüksek modların etkisiyle artış meydana gelebileceğini ve bu durumun tasarım aşamasında dikkate alınması gerektiğini belirtmişlerdir.…”

A new approach for the computation of design shear force in reinforced concrete walls subjected to seismic loads

“…They showed that the shear demand observed during the hybrid test was 2.27 times the shear capacity calculated according to CSA A23.3‐2014. [ 10 ] Rivard et al [ 30 ] carried out a study focusing on seismic shear demand in RC coupled walls. The authors indicated that the dynamic amplification due to higher mode effects must be considered in coupled and partially coupled RC walls and proposed some changes to the capacity design approach defined in CSA A23.3‐2014 [ 10 ] for coupled RC walls.…”