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contributor authorT. Krauthammer
contributor authorN. Bazeos
contributor authorT. J. Holmquist
date accessioned2017-05-08T20:51:57Z
date available2017-05-08T20:51:57Z
date copyrightApril 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A4%28726%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29763
description abstractAn improved single‐degree‐of‐freedom (SDOF) approach is presented for the analysis of shallow‐buried reinforced concrete box‐type structures under the effect of blast and shock environments. The method is based on rational models for structural resistance functions that describe the combined effects of flexure, shear, and in‐plane compression on the system response. The approach is demonstrated by employing it for the analysis of seven different events for which experimental information is available, and the accuracy of the method is evaluated by comparing numerical and experimental results.
publisherAmerican Society of Civil Engineers
titleModified SDOF Analysis of RC Box‐Type Structures
typeJournal Paper
journal volume112
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:4(726)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 004
contenttypeFulltext


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