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contributor authorKeith D. Hjelmstad
date accessioned2017-05-08T20:52:04Z
date available2017-05-08T20:52:04Z
date copyrightJune 1986
date issued1986
identifier other%28asce%290733-9445%281986%29112%3A6%281413%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29811
description abstractThe conjugate structure method is developed from first principles for the general three‐dimensional case including shearing deformations and various sources of excitation. It is shown that the analogy is a direct result of the particular mechanics of reticulated structures and that the anomalies that arise in applying the method are a consequence of the fundamental difference between the static and kinematic problems. Once recognized, the anomalies are easily treated. The success of the approach presented here lies in a clear separation between the static and kinematic problems.
publisherAmerican Society of Civil Engineers
titleConjugate Structure Method
typeJournal Paper
journal volume112
journal issue6
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1986)112:6(1413)
treeJournal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 006
contenttypeFulltext


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