Evaluation of equivalent static forces for wind-resistant design of long-span roof structures from dynamic pressure data (Record no. 40957)

MARC details
000 -LEADER
fixed length control field 04066nas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818112725.0
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 .b12379293
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no-ST-21-01
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Chandrasena, Ochini
245 10 - TITLE STATEMENT
Title Evaluation of equivalent static forces for wind-resistant design of long-span roof structures from dynamic pressure data
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. 2020
300 ## - PHYSICAL DESCRIPTION
Extent 130 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-21-01
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. Wind load is one of the critical loading actions on long-span roof structures. It is vital to precisely compute the wind-induced effects on these structures at the design stage. It is challenging to determine the wind-induced dynamic responses of long-span roof structures due to their complex body-induced turbulence and dynamic properties. The prevailing design practices usually require converting the dynamic-wind effects into the Equivalent Static Wind Forces (ESWF). The ESWF produces the static load distributions whose static results are like the maximum dynamic response under the actual wind loading behaviour. Thus, the wind-induced excitation is indicated concerning a static force through ESWF. This load illustration permits structural designers to pursue a reasonably straightforward static analysis approach in evaluating the building performance to wind loads, avoiding the complex random dynamic analysis. This research aims to evaluate the equivalent static wind force patterns for a long-span dome structure by applying the theory for computing the equivalent static wind force, which comprises mean, background, and resonant components, using dynamic pressure data. The second objective is to verify the results of the equivalent static wind force responses by cross-checking the equivalent static wind force patterns of the dome structure with the corresponding dynamic-wind responses for each component. The results reveal that this ESWF approach can be applied to this considered long-span dome structure. Each of the ESWF components can be verified by the dynamic responses obtained by time-history analysis. It could accurately predict the corresponding mean, background, and resonant response. Moreover, the combined equivalent static wind load effects could precisely estimate the maximum dynamic wind load effects. Although the theory of ESWF can evaluate the composition of this complicated wind response for complex structures like long-span dome structures, the most practical solution is to conduct a time-history analysis to study the wind-induced responses of the system, compared to the ESWF approach.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Wind resistant design
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Roofs, Suspension
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Punchet Thammarak,
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 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-21-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?qid=B15688">http://203.159.5.9/ait-thesis/detail.php?qid=B15688</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12379293
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 # : i13364935
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30020220004587
CREATED CREATED : 2023-12-01
RECORD Id RECORD # : i13424695
LPATRON LPATRON : 0
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 18/08/2026   AIT Thesis no-ST-21-01 18/08/2026 18/08/2026 67-Electronic Resource    
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no-ST-21-01 18/08/2026 18/08/2026 40-Archives 30020220004587 1
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