ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

A Comparative Study of Structural Response to Explosion-Induced Ground Motions

by 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
14 x 21.5 cm, 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.


Document Type: Book

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 | Ground motion | Comparative studies | Static loads | Service loads

 

Return to search