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contributor authorTheodor Krauthammer
contributor authorWilliam J. Flathau
contributor authorJoseph L. Smith
contributor authorJohn F. Betz
date accessioned2017-05-08T20:53:17Z
date available2017-05-08T20:53:17Z
date copyrightApril 1989
date issued1989
identifier other%28asce%290733-9445%281989%29115%3A4%28809%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/30556
description abstractThe response of shallow‐buried reinforced concrete arches under the effects of severe pressure‐time histories that are applied to the free surface is addressed, examined, and discussed. Results from, primarily, three test series are presented and evaluated in light of the known structural behavior and conclusions are drawn about the response of these structures. In the first part of the paper, the writers present the background for the problem and a general overview of past research activities in this area. In the second part of the paper, the emphasis is on four tests, which are presented and discussed in detail. The observed behavioral differences between different types of arches, the effects of two major sources of dynamic loads, and soil‐structure interaction are considered. The conclusions drawn herein are aimed at providing insight into the behavior of buried reinforced concrete arches under dynamic loads and some thoughts on future research in this important area.
publisherAmerican Society of Civil Engineers
titleLessons from Explosive Tests on RC Buried Arches
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1989)115:4(809)
treeJournal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 004
contenttypeFulltext


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