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 (...
| Main Authors: | , , , |
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| Format: | Patent |
| Published: |
2010
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| Online Access: | http://psasir.upm.edu.my/id/eprint/31555/ |
| _version_ | 1848846984357609472 |
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| author | Noorzaei, Jamaloddin Hejazi, Farzad Jaafar, Mohd Salleh Thanoon, Waleed Abdulmalik |
| author_facet | Noorzaei, Jamaloddin Hejazi, Farzad Jaafar, Mohd Salleh Thanoon, Waleed Abdulmalik |
| author_sort | Noorzaei, Jamaloddin |
| building | UPM Institutional Repository |
| collection | Online Access |
| 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). |
| first_indexed | 2025-11-15T09:11:23Z |
| format | Patent |
| id | upm-31555 |
| institution | Universiti Putra Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-15T09:11:23Z |
| publishDate | 2010 |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | upm-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. |
| 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. |
| title | Method and system for determining the number and position of damping elements of building structures.
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| title_full | Method and system for determining the number and position of damping elements of building structures.
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| title_fullStr | Method and system for determining the number and position of damping elements of building structures.
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| title_full_unstemmed | Method and system for determining the number and position of damping elements of building structures.
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| title_short | Method and system for determining the number and position of damping elements of building structures.
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| title_sort | method and system for determining the number and position of damping elements of building structures. |
| url | http://psasir.upm.edu.my/id/eprint/31555/ |