Seismic retrofitting of mid rise reinforced concrete frame buildings with a soft/weak first story using buckling restrained braces (Record no. 105394)

MARC details
000 -LEADER
fixed length control field 03442nas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818213623.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 100107s2009 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12071791
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-09-10
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Chandra, Jimmy
245 10 - TITLE STATEMENT
Title Seismic retrofitting of mid rise reinforced concrete frame buildings with a soft/weak first story using buckling restrained braces
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2009
300 ## - PHYSICAL DESCRIPTION
Extent 153 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-09-10
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2009
520 ## - SUMMARY, ETC.
Summary, etc. In this study, the application of BRBs for retrofitting GLD buildings with soft/weak story is presented. A typical six story residential building with a soft/weak first story taken from field survey data in Bangladesh is investigated. The seismic performance evaluation of the GLD building before and after being retrofitted is performed using three dimensional nonlinear dynamic time history analysis. Furthermore, the effectiveness of BRBs to be used as an alternative retrofit technique for irregular GLD buildings is evaluated in terms of enhancing the seismic performance of the building. Later on, this recent retrofit technique using BRBs is compared with traditional retrofit techniques such as concrete jacketing and adding masonry infill walls. The analysis results are presented in terms of roof drift time history, maximum floor displacement, maximum story drift, maximum story shear, and location where damages occur during the analysis. From the results, it can be concluded that BRBs can significantly improve the seismic performance of the OLD building. The retrofitted GLD building using BRBs can withstand up to severe earthquake without collapse. Moreover, as compared to traditional retrofit techniques, it seems that BRBs give a better solution in terms of the seismic performance, effect to the building's occupancy, and post-earthquake repairing or rehabilitation. Therefore, it can be concluded that BRBs can serve as a good and effective retrofit technique for GLD buildings with soft/weak story
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Buildings, Reinforced concrete
General subdivision Earthquake effects
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Earthquake resistant design
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Anwar, Naveed,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kyung-Ho Park,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sun Sayamipuk,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Korea,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. ST-09-10
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03977 ">http://203.159.5.9/ait-thesis/detail.php?q=B03977 </a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12071791
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240806
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 100107
First date, FD (RLIN) m
-- a
-- u
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120848766
CREATED CREATED : 2008-10-08
RECORD Id RECORD # : i12626430
LPATRON LPATRON : 1027040
LCHKIN LCHKIN : 2017-10-31
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160101365
CREATED CREATED : 2016-04-22
RECORD Id RECORD # : i12948342
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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-- IUSE3 : 0
-- TOT CHKOUT : 0
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.ST-09-10 30050120848766 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.ST-09-10 30050160101365 18/08/2026 1 18/08/2026 40-Archives
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