Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques
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83 - 91
Keywords
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.
Helou, S. H. (1996). Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques. An-Najah University Journal for Research - A (Natural Sciences), 10(1), 83–91. https://doi.org/10.35552/anujr.a.10.1.400
[1]S. H. Helou, “Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques,” An-Najah University Journal for Research - A (Natural Sciences), vol. 10, no. 1, pp. 83–91, Jan. 1996, doi: 10.35552/anujr.a.10.1.400.
Helou, Samir H. “Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques.” An-Najah University Journal for Research - A (Natural Sciences), vol. 10, no. 1, Jan. 1996, pp. 83–91. Crossref, https://doi.org/10.35552/anujr.a.10.1.400.
1.Helou SH. Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques. An-Najah University Journal for Research - A (Natural Sciences) [Internet]. 1996 Jan;10(1):83–91. Available from: http://dx.doi.org/10.35552/anujr.a.10.1.400
Helou, Samir H. “Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques.” An-Najah University Journal for Research - A (Natural Sciences) 10, no. 1 (January 1996): 83–91. https://doi.org/10.35552/anujr.a.10.1.400.
تقييم مصفوفة الصلابة للجملونات اللانهائية باستخدام تقنيات التدنية
المؤلفون:
معلومات المقال
83 - 91
الكلمات الإفتتاحية
الملخص
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.
Helou, S. H. (1996). Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques. An-Najah University Journal for Research - A (Natural Sciences), 10(1), 83–91. https://doi.org/10.35552/anujr.a.10.1.400
[1]S. H. Helou, “Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques,” An-Najah University Journal for Research - A (Natural Sciences), vol. 10, no. 1, pp. 83–91, Jan. 1996, doi: 10.35552/anujr.a.10.1.400.
Helou, Samir H. “Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques.” An-Najah University Journal for Research - A (Natural Sciences), vol. 10, no. 1, Jan. 1996, pp. 83–91. Crossref, https://doi.org/10.35552/anujr.a.10.1.400.
1.Helou SH. Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques. An-Najah University Journal for Research - A (Natural Sciences) [Internet]. 1996 Jan;10(1):83–91. Available from: http://dx.doi.org/10.35552/anujr.a.10.1.400
Helou, Samir H. “Evaluation of the Stiffness Matrix of an Indeterminate Truss Using Minimization Techniques.” An-Najah University Journal for Research - A (Natural Sciences) 10, no. 1 (January 1996): 83–91. https://doi.org/10.35552/anujr.a.10.1.400.
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