Design of Seismic Strengthening Technique for Soft-story RC Frames using Buckling-Restrained Braces (Record no. 10602)
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| fixed length control field | a |
| 003 - CONTROL NUMBER IDENTIFIER | |
| control field | OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20250408122949.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 191218b xxu||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE | |
| Original cataloging agency | AIKTC-KRRC |
| Transcribing agency | AIKTC-KRRC |
| 100 ## - MAIN ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 11275 |
| Author | Karaiya, Birendra K. |
| 245 ## - TITLE STATEMENT | |
| Title | Design of Seismic Strengthening Technique for Soft-story RC Frames using Buckling-Restrained Braces |
| 250 ## - EDITION STATEMENT | |
| Volume, Issue number | Vol.93(11), Nov |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Thane |
| Name of publisher, distributor, etc. | ACC LTD |
| Year | 2019 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Pagination | 23-36p. |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | This study is focused on the seismic strengthening of reinforced concrete (RC) frames with soft-stories using buckling-restrained braces (BRBs) in order to control the severe damages or complete collapse of these frames. A design procedure has been proposed to determine the BRB sizes required for the target design base shear of the study frames. The seismic performance of the strengthened frames is evaluated numerically using a computer software SAP2000. The modelling technique adopted for BRBs and frame members are discussed. Linear modal analyses are carried out to determine the mode shapes and time periods of the strengthened frames. Nonlinear static and dynamic analyses are carried out to investigate the lateral strength, failure mechanism, interstory drift response and residual drift response of the study frames. The seismic performance of the strengthened frames is also compared with those of the unstrengthened frames. The installation of BRBs significantly improved seismic performance of 4-story and 8-story RC frames with soft story. However, the lateral loadresisting potential of BRBs could not be fully utilized in the 20-story RC frame with soft ground story. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| 9 (RLIN) | 4690 |
| Topical term or geographic name entry element | Construction Engineering and Management (ME-CE) |
| 700 ## - ADDED ENTRY--PERSONAL NAME | |
| 9 (RLIN) | 11276 |
| Co-Author | Sahoo, Dipti Ranjan |
| 773 0# - HOST ITEM ENTRY | |
| Place, publisher, and date of publication | Thane ACC Limited |
| Record control number | icj |
| Title | Indian Concrete Journal |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| URL | https://www.icjonline.com/editionabstract_detail/112019 |
| Link text | Click here |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Source of classification or shelving scheme | Dewey Decimal Classification |
| Koha item type | Articles Abstract Database |
| Withdrawn status | Lost status | Source of classification or shelving scheme | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | Total Checkouts | Barcode | Date last seen | Price effective from | Koha item type |
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| Dewey Decimal Classification | School of Engineering & Technology (PG) | School of Engineering & Technology (PG) | Archieval Section | 18/12/2019 | 2020528 | 18/12/2019 | 18/12/2019 | Articles Abstract Database |