Dynamic behaviour of stiffened and damaged coupled shear walls (Record no. 815308)
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000 -LEADER | |
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fixed length control field | 01824aab a2200217 4500 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 240624b20062006|||br||| |||| 00| 0 eng d |
022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
International Standard Serial Number | 15988198 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | S. A. Meftah |
9 (RLIN) | 882561 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | A. Tounsi |
9 (RLIN) | 882562 |
100 ## - MAIN ENTRY--PERSONAL NAME | |
Personal name | E. A. Adda-Bedia |
9 (RLIN) | 882563 |
245 ## - TITLE STATEMENT | |
Title | Dynamic behaviour of stiffened and damaged coupled shear walls |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 285-299 p. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | The free vibration of stiffened and damaged coupled shear walls is investigated using the mixed finite element method. The anisotropic damage model is adopted to describe the damage extent of the reinforced concrete shear wall element. The internal energy of a locally damaged shear wall element is derived. Polynomial shape functions established by Kwan are used to present the component of displacements vector on each point within the wall element. The principle of virtual work is employed to deduce the stiffness matrix of a damaged shear wall element. The stiffened system is reinforced by an additional stiffening beam at some level of the structure. This induces additional axial forces, and thus reduces the bending moments in the walls and the lateral deflection, and increases the natural frequencies. The effects of the damage extent and the stiffening beam on the free vibration characteristics of the structure are studied. The optimal location of the stiffening beam for increasing as far as possible the first natural frequency of vibration is presented. |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Free Vibration |
9 (RLIN) | 677962 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Damaged Reinforced Concrete Structures |
9 (RLIN) | 882564 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Coupled Shear Wall |
9 (RLIN) | 882565 |
650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Finite Element Method |
9 (RLIN) | 166415 |
773 0# - HOST ITEM ENTRY | |
Title | Computers and Concrete: An International Journal |
International Standard Serial Number | 15988198 |
Place, publisher, and date of publication | Daejeon, Korea : Techno Press |
856 ## - ELECTRONIC LOCATION AND ACCESS | |
Uniform Resource Identifier | <a href="DOI: 10.12989/cac.2006.3.5.285">DOI: 10.12989/cac.2006.3.5.285</a> |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Source of classification or shelving scheme | Dewey Decimal Classification |
Suppress in OPAC | No |
Koha item type | Articles |
-- | 14993 |
-- | Mr. Muhammad Rafique Al Haj Rajab Ali (Late) |
Not for loan | Home library | Serial Enumeration / chronology | Total Checkouts | Date last seen | Koha item type |
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Periodical Section | Vol.3, No.5 (October 2006) | 24/06/2024 | Articles |