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Method and system for determining the number and position of damping elements of building structures.

A three dimensional nonlinear viscous damper modeling method applicable in reinforced concrete structures. The analytical model for this three dimensional (3D) nonlinear damper (100) proposed in the present invention consists of three different zones. The first zone is the rigid block zone located (...

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Main Authors: Noorzaei, Jamaloddin, Hejazi, Farzad, Jaafar, Mohd Salleh, Thanoon, Waleed Abdulmalik
Format: Patent
Published: 2010
Online Access:http://psasir.upm.edu.my/id/eprint/31555/
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id my.upm.eprints.31555
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spelling my.upm.eprints.315552014-07-03T02:40:31Z http://psasir.upm.edu.my/id/eprint/31555/ Method and system for determining the number and position of damping elements of building structures. Noorzaei, Jamaloddin Hejazi, Farzad Jaafar, Mohd Salleh Thanoon, Waleed Abdulmalik A three dimensional nonlinear viscous damper modeling method applicable in reinforced concrete structures. The analytical model for this three dimensional (3D) nonlinear damper (100) proposed in the present invention consists of three different zones. The first zone is the rigid block zone located (110) at each end of each damping element (100). The second zone is a 3D plastic hinge zone (120) at each end assumed to have zero length. The remaining intermediate part of the member represents the third zone which has the damper function of element (130). These zones represent the finite width of the damper joints, the inelastic and the elastic properties of the member (100). 2010-04-16 Patent NonPeerReviewed Jamaloddin Noorzaei (2010) Method and system for determining the number and position of damping elements of building structures. UNSPECIFIED.
institution Universiti Putra Malaysia
building UPM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Putra Malaysia
content_source UPM Institutional Repository
url_provider http://psasir.upm.edu.my/
description A three dimensional nonlinear viscous damper modeling method applicable in reinforced concrete structures. The analytical model for this three dimensional (3D) nonlinear damper (100) proposed in the present invention consists of three different zones. The first zone is the rigid block zone located (110) at each end of each damping element (100). The second zone is a 3D plastic hinge zone (120) at each end assumed to have zero length. The remaining intermediate part of the member represents the third zone which has the damper function of element (130). These zones represent the finite width of the damper joints, the inelastic and the elastic properties of the member (100).
format Patent
author Noorzaei, Jamaloddin
Hejazi, Farzad
Jaafar, Mohd Salleh
Thanoon, Waleed Abdulmalik
spellingShingle Noorzaei, Jamaloddin
Hejazi, Farzad
Jaafar, Mohd Salleh
Thanoon, Waleed Abdulmalik
Method and system for determining the number and position of damping elements of building structures.
author_facet Noorzaei, Jamaloddin
Hejazi, Farzad
Jaafar, Mohd Salleh
Thanoon, Waleed Abdulmalik
author_sort Noorzaei, Jamaloddin
title Method and system for determining the number and position of damping elements of building structures.
title_short Method and system for determining the number and position of damping elements of building structures.
title_full Method and system for determining the number and position of damping elements of building structures.
title_fullStr Method and system for determining the number and position of damping elements of building structures.
title_full_unstemmed Method and system for determining the number and position of damping elements of building structures.
title_sort method and system for determining the number and position of damping elements of building structures.
publishDate 2010
url http://psasir.upm.edu.my/id/eprint/31555/
_version_ 1643830359368925184
score 13.209306

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