A Comparative Study of Structural Response to Explosion-Induced Ground Motionsby Kenneth G. Medearis, (M.ASCE), Kenneth Medearis Associates, Ft Collins, CO,
American Society of Civil Engineers, New York, NY
978-0-87262-150-3 (ISBN-13) | 0-87262-150-2 (ISBN-10), 1975, Soft Cover, Pg. 138
14x21.50cm, ASCE Project 210.03/17-2.72-3; Prepared for the ASCE Research Council on Performance of Structures
Out of Print: Not available at ASCE Bookstore.
Abstract: The report provides detailed information about the responses of actual structures to loads, both static and dynamics, which can be expected to occur during their service life. The characteristics of transient loads transmitted to the structure via its foundation are still a source of disagreement structural engineers as are the responses of the structure to these transients.
Subject Headings: Transient loads | Structural response | Load factors | Comparative studies | Ground motion | Information management | Service loads
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