Application of linear time history analysis in code-based design of tall buildings instead of respones spectrum analysis (Record no. 6682)

MARC details
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fixed length control field 03997nas a2200469 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162915.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180613 2017 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12202332
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-17-21
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Chu Thin Zar Oo
245 10 - TITLE STATEMENT
Title Application of linear time history analysis in code-based design of tall buildings instead of respones spectrum analysis
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. 2017
300 ## - PHYSICAL DESCRIPTION
Extent 112 leaves :
Other physical details ill. (some col.) +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-17-21
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, 2017
520 ## - SUMMARY, ETC.
Summary, etc. Nowadays, it is very popular for constructing low to high rise buildings in the world due to increasing population that is required to resist the lateral dynamic loads caused by earthquake. Earthquake effects are more intense than wind effects. From past intense disaster, it can be proved that many structures are totally damaged because of earthquakes, that is natural and unpredictable, which gives intense ground shaking. Therefore, earthquake analysis and design are very important role in today world. There are many different techniques of seismic analysis of structures such as equivalent lateral force analysis (ELF), response spectrum analysis (RSM), and time history analysis (TH). As prescribed in various seismic codes and guidelines, the individual modal responses are first determined in this procedure and then combined using a suitable modal combination rule (usually SRSS, if the natural periods are well separated) to get the overall elastic seismic demands. The inelastic force demands are then determined by directly reducing the linear elastic forces by a response modification factor (R). This study proposes and evaluates the use of LTHA procedure instead of code based RSA procedure for determining the design seismic demands of high-rise RC shear wall buildings. Using a 32-story case study building located in a seismically active region, it is shown that the standard RSA procedure results in a costly design compared to the LTHA procedure. The use of LTHA for an accurate determination of design seismic demands should be encouraged among the practicing engineers.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tall buildings
General subdivision Design and construction
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Punchet Thammarak,
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 Pennung Warnitchai,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Thanakorn Pheeraphan,
Relator term Examination Committee
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-17-21
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B05550">http://203.159.5.9/ait-thesis/detail.php?q=B05550</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 180613
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 67-Electronic Resource
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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 17/08/2026 50.00   AIT Thesis no.ST-17-21 30050120508857 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.ST-17-21 30050120508824 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.ST-17-21 30050120398408 17/08/2026 1 17/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.ST-17-21   17/08/2026   17/08/2026 67-Electronic Resource
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