Cam-Grip energy dissipating device for hybrid structural rocking wall (Record no. 14782)

MARC details
000 -LEADER
fixed length control field 04152nas a2200457 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817172107.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180605 2016 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12201984
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-16-04
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name May Thazin Khine
245 10 - TITLE STATEMENT
Title Cam-Grip energy dissipating device for hybrid structural rocking wall
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. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (106 leaves) :
Other physical details ill. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-16-04
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering inStructural Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2016
520 ## - SUMMARY, ETC.
Summary, etc. In modern societ y, the seismic resistant design of structure targeting life safet y and control the severit y of damage in small or moderate earthquake are not enough. The new era design should resist a major level of earthquake without collapse but possibl y with some structural and nonstructural damage. To meet this target, the structure should have enough ductilit y capacit y to perform under inelastic range.In monolithic ductile connections, inelastic formation has been inevitabl y damage to structure. Later, alternative economical high-performance low-damage s ystem which is known as hybrid s ystem was developed.In this system post-tension tendon is used together with mildsteeltherefore post-tension tendon provide self-centering action and mild steel provideener g y dissipation action.The general concept of a post-tensioned rocking s ystem is to activate a 2controlled rocking3 motion between two structural members (beam-column, column-foundation or wall-foundation). The energy dissipating devices can be mainly used as two t ypes: internal dissipaters or external dissipatersin rocking s ystem. In this experiment, cam-grip energy dissipating device was used as external energy dissipatersin h ybrid structural wooden wall test. Cam-grip energy dissipating device applies friction-gripping technique. Friction coefficient(the ratio of vertical to horizontal force)between cams and steel core is important in CFDand it is set as 0.2 to prevent an y slippage between cams and steel core.As CFD device resistsno compression force, no uplift force will be applied to the wall. Therefore, unlike other energy dissipating device, the CFD device alwa ys provide full self-centering behavior to the rocking wall system.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Precast concrete construction
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Punchet Thammarak,
Relator term 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 UNOCAL M yanmar OffshoreCo. Ltd, Chevron,
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-16-04
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B04038 ">http://203.159.5.9/ait-thesis/detail.php?q=B04038 </a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12201984
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) 180605
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120509426
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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-16-04 30050120509426 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-16-04 30050120509434 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-16-04 30050120398648 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-16-04   17/08/2026   17/08/2026 67-Electronic Resource
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