A comparative study of precast column-foundation joints : (Record no. 811)

MARC details
000 -LEADER
fixed length control field 03945nas a2200385 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817161318.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 260202s20259999th u ms t 000 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12474113
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-25-14
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Suthep Phosri
245 10 - TITLE STATEMENT
Title A comparative study of precast column-foundation joints :
Remainder of title grouted column shoes versus integrated dry shear keys
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. 2025
300 ## - PHYSICAL DESCRIPTION
Extent 95 leaves :
Other physical details ill.+
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-25-14
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, 2025
520 ## - SUMMARY, ETC.
Summary, etc. The growing adoption of precast concrete columns in modern construction has spurred advancements in connection technologies, particularly through innovative coupling systems and column shoes. Among these, column shoes have emerged as a promising al ternative connection system, offering significant advantages in construction speed, ease of assembly, and maintenance. However, column shoes still require grouting to ensure a proper connection and enhance load transfer between the precast elements. In this study, we proposed a column shoe connection that integrates a dry shear key for connecting columns to foundations, aiming to eliminate the grouting process. We examined its performance, particularly under cyclic loading and shear tests, comparing it to traditional grouted column shoes in precast column-to-foundation connections. In In the first stage, full-scale displacement-controlled cyclic tests were conducted following estab lished loading protocols to evaluate stiffness degradation, strength deterioration, energy dissipation, and equivalent viscous damping. Next, the shear capacity was assessed by applying static loads. In both scenarios, crack propagation was observed and analyzed.The results show that for the cyclic test, the proposed dry shear key connection with the column shoe yielded at a higher load and displacement at 9% drift compared to the grouted connection at 5% drift. Additionally, the failure mechanism of the dry shear key connection shifted the location of the plastic hinge compared to the traditional grouted connection, where the plastic hinge concentrated at the grout. This shift positively af fected the flexural performance. In the shear test, the close male and female socketing of the dry shear key effectively prevented displacement and mitigated concrete spalling when shear load was applied at the base of the column. In contrast, with the traditional grouted column shoe connection, concrete spalling occurred first, leading to the bolts handling the load afterward. Consequently, this resulted in prolonged slip and concentrated stress on the bolt capacity, highlighting the advantages of the dry shear key connection in enhancing load transfer and structural performance.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Engineering
General subdivision Materials
-- Testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Construction Materials
General subdivision Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Krishna, Chaitanya,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Raktipong Sahamitmongkol,
Relator term (Co-chairperson)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Examination Committee
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 Royal Thai Government 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-25-14
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=B23420">http://203.159.5.9/ait-thesis/Viewer/viewer.php?id=B23420</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12474113
b mnarc
c a
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 260209
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 260205
First date, FD (RLIN) m
-- h
-- a
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 67-Electronic Resource
909 ## - LOCAL ITEMS USED
Barcode Barcode : -
CREATED CREATED : 2026-02-02
RECORD Id RECORD # : i13570699
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 Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.ST-25-14 17/08/2026 1 17/08/2026 67-Electronic Resource
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