Pedestrian-induced vibrations of trial suspension bridge (Record no. 86116)

MARC details
000 -LEADER
fixed length control field 03220nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818171400.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 310798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10493311
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-86-13
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Khwaounjoo, Yadav Raj
245 10 - TITLE STATEMENT
Title Pedestrian-induced vibrations of trial suspension bridge
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1986
300 ## - PHYSICAL DESCRIPTION
Extent 94 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-86-13
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1986
520 ## - SUMMARY, ETC.
Summary, etc. The dynamic response of a trail suspension bridge due to pedestrian load is investigated. The bridge is modelled as a plane cable truss with continuous diaphragm. The linearized equation of motion is used for the dynamic analysis assuming small-amplitude oscillations. The mode superposition principle is applied for the numerical calculation of the dynamic response. Two independent studies are carried out. The first one is related to the effect produced by pedestrians crossing the bridge, while the second one deals with the effect produced when people are jumping on the bridge. Both investigations are carried out for different periodic impulse loads ranging from slow walk to running. The intensity of dynamic response depends on the impulse of the applied load and impulse frequency. As an example Soti Ghat Bridge in Nepal is analyzed. Relatively high dynamic pedestrian-induced deflections are calculated, caused by high flexibility of the bridge. In order to check the nonlinear effect due to large displacement and the absence of compressive strength of cables a nonlinear analysis using the finite element program ADINA is carried out. The result of the frequency analyses from both the methods agree well for small-amplitude oscillations, however, significant differences occur when nonlinear effects are taken into account. Therefore the design of such bridges under extreme dynamic loads should include the effects of nonlinearity.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Materials
General subdivision Dynamic testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bridges, Suspension
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Wireland, Martin,
Relator term Chairpeson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Przybylo, Waclaw, D. Sc.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Chauhan, Gopal,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brotton, D.M.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element NORAD, Norway,
Relator term Scholaship 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-86-13
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B19741">http://203.159.5.9/ait-thesis/detail.php?q=B19741</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10493311
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240403
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120687099
CREATED CREATED : 2014-04-21
RECORD Id RECORD # : i12790072
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160012224
CREATED CREATED : 2016-07-04
RECORD Id RECORD # : i12926292
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 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-86-13 30050120687099 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.ST-86-13 30050160012224 18/08/2026 1 18/08/2026 40-Archives
คัดลอกแล้ว!