Dynamic energy dissipation of in-plane reinforced concrete (Record no. 31946)

MARC details
000 -LEADER
fixed length control field 03364nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818094245.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 310798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10215049
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-92-12
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Myint Myint Than
245 10 - TITLE STATEMENT
Title Dynamic energy dissipation of in-plane reinforced concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1992
300 ## - PHYSICAL DESCRIPTION
Extent 86, A-22 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-92-12
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, 1992
520 ## - SUMMARY, ETC.
Summary, etc. Quantification of damping in cable systems plays an important role in design of modern cable-supported structures. An attempt is made to estimate the damping for a cable-tie sy~tem, which is essentially a special case of a cable system. A method is proposed based on modal damping ratio, which is represented by the ratio of damping energy to potential energy of cabte system. In order to verify the proposed method of damping estimation, a series of experiments is also conducted with a model of cable-tie system. Two different cable-tie systems are studied to show the applicability of proposed method. Free vibration record is used to estimate damping experimentally. The finite element method is employed to calculate dynamic strain amplitude, which is directly associated with potential energy and dissipated energy. Dissipated energy is assumed to be represented in terms of loss factor and strain energy. The loss factor value of single cable is used to estimate dissipated energy of individual cables in the system. The loss factor of cables are obtained by conducting single cable experiment. Results of experimental and proposed analytical method are cohsistent. It is found that the modal damping ratio of the cable-tie system can be evaluated by considering the contribution from individual cables in the system. Proposed method can be used to estimate damping in a cable system analytically.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete structures
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Earthquake resistant design
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Maekawa, Koichi,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yamaguchi, Hiroki,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Kamol Vajarasathira,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element German Academic Exchange Service (DAAD),
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-92-12
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href=" http://203.159.5.9/ait-thesis/detail.php?q=B16910"> http://203.159.5.9/ait-thesis/detail.php?q=B16910</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10215049
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
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 mnait
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
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120689350
CREATED CREATED : 1995-10-13
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CREATED CREATED : 1995-10-13
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Barcode Barcode : 30050160022322
CREATED CREATED : 2016-04-04
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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 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   AIT Thesis no.ST-92-12 30050120689350 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.ST-92-12 30050003065702 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.ST-92-12 30050160022322 18/08/2026 1 18/08/2026 40-Archives
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