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The effectiveness of control strategies in achieving the objectives of a performancebased-design is well accepted in the earthquake engineering community. Consequently, v [...]
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In multi-story shear wall buildings with gravity columns and slabs, structural walls serve as the main lateral force resisting elements while frames are designed to resis [...]
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In recent earthquakes in Chile and New Zealand (2010 and 2011, respectively), reinforced concrete (RC) walls underwent failure mechanisms which were not observed/reported [...]
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This paper reports a full scale shake table testing of a fully-floating ceiling within a steel frame. The 2.15 m by 4.55 m ceiling is suspended from the floor above by ve [...]
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Structural elements in conventional frame buildings are connected using “wet joints” (i.e. cast in-situ joints) to emulate the behaviour of a monolithic reinforced co [...]
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Out-of-plane instability is identified as one of the failure modes of rectangular RC walls. This mode of failure was previously observed in experimental studies of rectan [...]
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During past few decades, seismic design practices have significantly advanced to achieve better preparedness against probable earthquake events. It is reported that most [...]
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Although a lot of issues have been identified with the classical Rayleigh damping model, to date this model remains the most popular choice for nonlinear time-history ana [...]
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The effectiveness of control strategies in achieving the objectives of a performance-based-design is well accepted in the earthquake engineering community. Consequently, [...]
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10.
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Modern structures are designed with a sacrificial design principle that values life safety at the expense of energy-absorbing structural damage. The significant long term [...]
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