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Seismic performance of monolithic wall panel subjected to quasi-static lateral cyclic loading
(The Institution of Engineers, Malaysia, 2008-09)
A half-scale of monolithic precast wall panel (4000x1350x125) together with foundation beam (3000x500x465) is designed to
emulate the behaviour of a ductile cast-in-place concrete wall and designed accordance to New Zealand ...
A concept development and proposed design procedure for rocking precast hollow core wall in warehouse
(The Institution of Engineers, Malaysia, 2010-06)
Precast hollow core unit is commonly used in the construction of flooring system in precast reinforced concrete building in Malaysia. One of the technical challenges is to design and use precast hollow core unit without ...
Dynamic overturning capacity of rocking precast thin wall structures
(The Institution of Engineers, Malaysia, 2007-09)
Most of the damages in precast wall panels occur within the plastic hinge zone (PHZ) which located at one-third bottom height of the wall. Fixed-base monolithic walls panels are commonly used in the construction of low, ...
Seismic behaviour of thin/slender concrete walls with monolithic emulation base connections tested on shaking table
(The Institution of Engineers, Malaysia, 2008-06)
Two geometrically identical slender precast concrete walls with monolithic emulation base connections were constructed and tested under biaxial loading using two clover displacement control patterns on shaking table. ...
Biaxial behaviour of thin concrete walls with rocking base connections
(The Institution of Engineers, Malaysia, 2007-12)
Monolithic fixed-based wall panel experienced moderate/severe damage during ground motion. Thus, an alternative wall such as rocking wall system will provide safer structures with minimal damage. This paper will focus on ...