Assessment of local ductility response reduction factors of 42-story and 30-story reinforced concrete dual system buildings (Record no. 9212)

MARC details
000 -LEADER
fixed length control field 03415nas a2200421 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817163611.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220210 2021 th uu m rtt 0| a1eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b12379360
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-21-06
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Cuevas, Dustin Glenn
245 10 - TITLE STATEMENT
Title Assessment of local ductility response reduction factors of 42-story and 30-story reinforced concrete dual system buildings
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. 2021
300 ## - PHYSICAL DESCRIPTION
Extent 122 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-21-06
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, 2021
520 ## - SUMMARY, ETC.
Summary, etc. Response ductility reduction factors (m-factors) were investigated on both 42- story and 30-story RC dual system buildings. This study covers the deformation- controlled actions of beams, shear walls, and coupling beams. Based on the data extracted from time history analysis at increasing hazard levels, local ductility reduction is showed to be higher than story ductility reduction and story ductility reduction is higher than global ductility reduction (mL > ms > me). Moreover, ductility demand presents a nonlinear increase while local ductility response reduction showed a linear increase with respect to the spectral geometric mean. Consequently, mL and /1L relationship for all members presents a nonlinear increase. Relationships between local and global ductility response reduction factors were also established based on the regression of different parameters (me, /11> Sa). In this case, if the local ductility demand is taken as the basis of design, the local ductility response reduction (md can be determined or vice versa. The proposed relationship is based on the idea that the ductility reduction factor should be applied locally since different nonlinearities are experienced by each member. It was evaluated using a 40- story case study building and the result showed a good prediction of the true nonlinear demands in comparison with the linear demands based on reducing the forces at the global level.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete construction
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 Co-Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Punchet Thammarak,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Raktipong Sahamitmongkol,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Computer and Structures Inc. (CSI), USA,
Relator term Scholarship Donor
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Fellowship,
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-21-06
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15693">http://203.159.5.9/ait-thesis/detail.php?q=B15693</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12379360
b mnait
c m
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240419
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 220210
First date, FD (RLIN) m
-- a
-- m
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 67-Electronic Resource
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : -
CREATED CREATED : 2022-10-02
RECORD Id RECORD # : i13365010
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30020220004553
CREATED CREATED : 2023-12-01
RECORD Id RECORD # : i13424889
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LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Date last seen Price effective from Koha item type Barcode Copy number
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.ST-21-06 17/08/2026 17/08/2026 67-Electronic Resource    
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.ST-21-06 17/08/2026 17/08/2026 40-Archives 30020220004553 1
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