Normal view MARC view ISBD view

An accurate uncoupled modal response history analysis procedure based on nonlinear pushover response-deformation responses: (Record no. 1256)

MARC details
000 -LEADER
fixed length control field	03273nas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20260817161427.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	240202s2023 th u m tt 000 a eng d
035 ## - SYSTEM CONTROL NUMBER
System control number	.b12418870
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number	AIT Thesis no.ST-23-03
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name	Jirapat Watchawong
245 13 - TITLE STATEMENT
Title	An accurate uncoupled modal response history analysis procedure based on nonlinear pushover response-deformation responses:
Remainder of title	high-rise building application
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.	2023
300 ## - PHYSICAL DESCRIPTION
Extent	121 leaves :
Other physical details	ill.
490 1# - SERIES STATEMENT
Series statement	Thesis ;
Volume/sequential designation	no. ST-23-03
500 ## - GENERAL NOTE
General note	A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Structural Engineering
502 ## - DISSERTATION NOTE
Dissertation note	Thesis (M. Eng.) - Asian Institute of Technology, 2023
520 ## - SUMMARY, ETC.
Summary, etc.	Uncoupled Modal Response History Analysis (UMRHA) is an analysis procedure that can extract the complex nonlinear response of building into individual modes, allowing for accurate estimation of both the global and story-level responses. However, UMRHA is not effective in accurately determining the force demands of components or local member demands. Previous studies attempted to estimate component-level force by assuming that the force distribution pattern on each component remains constant, even when the building experiences high nonlinearity. However, in reality, the force distribution pattern changes, which causes the previous method of UMRHA to produce inaccurate results. To address this issue, a new technique was developed for estimating accurate force demand at the component level. The technique uses data from modal pushover analysis to calibrate the results of UMRHA and obtain more accurate component-level force demand. Here, 34- and 44-story buildings subjected to different types of ground motion are first evaluated using the new technique of UMRHA and compared with Nonlinear Response History Analysis (NLRHA). The results show a significant improvement in accuracy at the component level; the estimated force demands obtained from the proposed UMRHA technique are close to the benchmark values from NLRHA and are superior to the previous UMRHA technique.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Earthquake engineering
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Structural analysis (Engineering)
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Spectrum analysis
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	Krishna, Chaitanya,
Relator term	Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element	His Majesty the King's Scholarships (Thailand),
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-23-03
856 40 - ELECTRONIC LOCATION AND ACCESS
Materials specified	Full-Text
Uniform Resource Identifier	<a href="http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B20342">http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B20342</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a	.b12418870
b	mnait
c	a
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a	240228
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN)	0
Cataloger's initials, CIN (RLIN)	240226
First date, FD (RLIN)	m
--	a
--	a
--	3
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 : 2024-02-02
RECORD Id	RECORD # : i13481794
LPATRON	LPATRON : 0
LCHKIN	LCHKIN : -
RENEWALS	# RENEWALS : 0
--	# OVERDUE : 0
--	IUSE3 : 0
--	TOT CHKOUT : 0
--	TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode	Barcode : 30050121038706
CREATED	CREATED : 2024-02-02
RECORD Id	RECORD # : i13481952
LPATRON	LPATRON : 0
LCHKIN	LCHKIN : -
RENEWALS	# RENEWALS : 0
--	# OVERDUE : 0
--	IUSE3 : 0
--	TOT CHKOUT : 0
--	TOT RENEW : 0

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-23-03	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-23-03	17/08/2026	17/08/2026	40-Archives	30050121038706	1

An accurate uncoupled modal response history analysis procedure based on nonlinear pushover response-deformation responses: (Record no. 1256)

AIT

Asian Institute of Technology Library