Implementation of a Macro Model to Predict Seismic Response of Rc Structural Walls (Record no. 815236)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 01924aab a2200229 4500 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 240604b20042004|||qr||| |||| 00| 0 eng d |
| 022 ## - INTERNATIONAL STANDARD SERIAL NUMBER | |
| International Standard Serial Number | 1598-8198 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Matej Fischinger |
| 9 (RLIN) | 882226 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Tatjana Isakovic |
| 9 (RLIN) | 882227 |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Peter Kante |
| 9 (RLIN) | 882228 |
| 245 ## - TITLE STATEMENT | |
| Title | Implementation of a Macro Model to Predict Seismic Response of Rc Structural Walls |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 211-226 p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | A relatively simple multiple-vertical-line-element macro model has been incorporated into a standard computer code DRAIN-2D. It was used in blind predictions of seismic response of cantilever RC walls subjected to a series of consequent earthquakes on a shaking table. The model was able to predict predominantly flexural response with relative success. It was able to predict the stiffness and the strength of the pre-cracked specimen and time-history response of the highly nonlinear wall as well as to simulate the shift of the neutral axis and corresponding varying axial force in the cantilever wall. However, failing to identify the rupture of some brittle reinforcement in the third test, the model was not able to predict post-critical, near collapse behaviour during the subsequent response to two stronger earthquakes. The analysed macro model seems to be appropriate for global analyses of complex building structures with RC structural walls subjected to moderate/strong earthquakes. However, it cannot, by definition, be used in refined research analyses monitoring local behaviour in the post critical region. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Nonlinear Analysis |
| 9 (RLIN) | 73283 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Seismic Analysis |
| 9 (RLIN) | 718550 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Reinforced Concrete Walls |
| 9 (RLIN) | 882237 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Macro Model |
| 9 (RLIN) | 882238 |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Benchmark Study |
| 9 (RLIN) | 882239 |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Daejeon, Korea : Techno Press |
| International Standard Serial Number | 15988198 |
| Title | Computers and Concrete: An International Journal |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | <a href="DOI: 10.12989/cac.2004.1.2.211">DOI: 10.12989/cac.2004.1.2.211</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 |
|---|---|---|---|---|---|
| Periodical Section | Vol.1, No.2 (May 2004) | 04/06/2024 | Articles |