Experimental investigation of unbonded reinforced concrete PT shear wall under lateral loading: A state-of-the-art review
Although conventional reinforced concrete (RC) shear walls are prevalent in mid-rise to high-
rise framed buildings located in moderate to high seismic regions around the world, these …
rise framed buildings located in moderate to high seismic regions around the world, these …
Analysis and design of RC unbonded PT shear walls in isolation and integrated into buildings: a state-of-the-art review
Shear walls play crucial roles in buildings located in the seismically active regions by
efficiently mitigating the impact of seismic forces. However, they have drawbacks regarding …
efficiently mitigating the impact of seismic forces. However, they have drawbacks regarding …
Cyclic testing of unbonded post-tensioned concrete wall systems with and without supplemental damping
A series of cyclic lateral-load tests were conducted on four different unbonded post-
tensioned precast concrete wall systems, including two Single Rocking Walls (SRW) and …
tensioned precast concrete wall systems, including two Single Rocking Walls (SRW) and …
Seismic performance of hybrid self-centring steel-timber rocking core walls with slip friction connections
A Hashemi, R Masoudnia, P Quenneville - Journal of Constructional Steel …, 2016 - Elsevier
While structures with conventional lateral force resisting systems are designed to meet the
life safety criteria for the residents during and after a seismic event, they are allowed to …
life safety criteria for the residents during and after a seismic event, they are allowed to …
Defining concrete compressive strain in unbonded post-tensioned walls
The nominal flexural strength of a concrete member is determined when the strain at the
extreme compression fiber reaches 0.003, which implies an accurate measurement or …
extreme compression fiber reaches 0.003, which implies an accurate measurement or …
Concept and finite-element modeling of new steel shear connectors for self-centering wall systems
Self-centering precast concrete walls have been found to provide excellent seismic
resistance. Such systems typically exhibit low energy dissipation, requiring supplementary …
resistance. Such systems typically exhibit low energy dissipation, requiring supplementary …
Review on the rocking wall systems as a self-centering mechanism and its interaction with floor diaphragm in precast concrete structures
The severe damage of precast concrete wall structures that have been recorded in the past
earthquake has led to the innovation of the rocking wall concept which can demonstrate free …
earthquake has led to the innovation of the rocking wall concept which can demonstrate free …
[PDF][PDF] Floor diaphragms in multi-storey timber buildings
D Moroder - 2016 - ir.canterbury.ac.nz
This thesis studies the behaviour of diaphragms in multi-storey timber buildings by providing
methods for the estimation of the diaphragm force demand, developing an Equivalent Truss …
methods for the estimation of the diaphragm force demand, developing an Equivalent Truss …
Experimental response and design of O-connectors for rocking wall systems
KM Twigden, RS Henry - Structures, 2015 - Elsevier
A unique series of nine cyclic tests were performed on energy dissipating O-connectors for
use in seismic resisting unbonded post-tensioned rocking wall systems. The effect of the O …
use in seismic resisting unbonded post-tensioned rocking wall systems. The effect of the O …