Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques

dc.contributor.author	Samir H. Helou
dc.date.accessioned	2016-09-07T10:16:50Z
dc.date.available	2016-09-07T10:16:50Z
dc.date.issued	1996
dc.description.abstract	For an existing reinforced concrete or steel structure the evaluation of the stiffness matrix may be hampered by certain physical limitations such as material deterioration resulting from prolonged use an adverse or in a corrosive environment. The following is a method that allows the determination of the member stiffness of an indeterminate truss through a minimization technique of a properly constructed Error Function. Thus exact sectional and material properties do not have to be known a priori.	en
dc.identifier	1727-2114
dc.identifier.uri	http://hdl.handle.net/20.500.11888/1981
dc.title	Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques	en
dc.title	تقييم مصفوفة الصلابة للجملونات اللانهائية باستخدام تقنيات التدنية	ar

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