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<i>V–H–M</i> Capacity Envelopes for Well Foundations on Slopes under Gravity and Seismic Conditions
Publisher: American Society of Civil Engineers
Abstract: The foundations of a bridge in hilly terrain are usually supported on hill slopes. The piers of the bridge are subjected to combined vertical (V), horizontal (H), and moment (M) loading. The V–H–M interaction is considered ...
Experimental and Field Performance of PP Band–Retrofitted Masonry: Evaluation of Seismic Behavior
Publisher: American Society of Civil Engineers
Abstract: Unreinforced masonry (URM) buildings exhibited extreme vulnerability during past earthquakes, although these are shelters for a majority population in many earthquake-prone developing countries. Most of the current ...
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