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Discussion of “<i>Inelastic Behavior of Concrete Masonry Shear Walls</i>” by P. B. Shing, J. L. Noland, E. Klamerus, and H. Spaeh (September, 1989, Vol. 115, No. 9)
Publisher: American Society of Civil Engineers
Seismic Shear Capacity of Reinforced Masonry Piers
Publisher: American Society of Civil Engineers
Abstract: Masonry buildings have been, and remain, a popular form for economically enclosing space. Whereas such buildings are safe under gravity loads, most are vulnerable to horizontal loads due to earthquakes. Observations following ...
Resistance Mechanisms in RC Building Frames Subjected to Column Failure
Publisher: American Society of Civil Engineers
Abstract: There is a damage potential for the columns of building frames due to either unexpected causes such as vehicle impact, boiler explosion, or terrorist attack, or due to design or construction deficiencies aggravated by an ...
Performance-Based Seismic Rehabilitation of Damaged Reinforced Concrete Buildings
Publisher: American Society of Civil Engineers
Abstract: A building stock consisting of 130 medium-rise reinforced concrete buildings were damaged moderately during the recent earthquakes in Turkey. These buildings were rehabilitated by using simple, cost-effective methods where ...
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