Behavior of bamboo reinforced concrete tied columns (Record no. 11353)

MARC details
000 -LEADER
fixed length control field 03511nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817171217.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140198 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10109468
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 816
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Sadeque, A. H. M. Abu
245 10 - TITLE STATEMENT
Title Behavior of bamboo reinforced concrete tied columns
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1975
300 ## - PHYSICAL DESCRIPTION
Extent 58 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 816
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1975
520 ## - SUMMARY, ETC.
Summary, etc. The purpose of this study is to investigate the possibility of using bamboo as a substitute for steel in reinforced concrete columns. The mechanical properties of bamboo were determined from tests for use in the design. Bamboo reinforced concrete short tied columns, with or without eccentricity were tested to fail in compression. Ties made of green bamboo skins were provided in the columns. The spacing of the ties were based on the criteria proposed by Bresler and Gilbert (14 ) and modified for bamboo reinforced concrete tied columns. Two theoretical methods are suggested for the prediction of ultimate load. The first method is based on CEB stress-strain curve of concrete while the second method is based on an idealized bi-linear stress-strain curve of concrete. The stress-strain curve of bamboo in both methods were assumed linear. Theoretical load moment interaction curves were generated for bamboo reinforced short tied columns using these two methods. In the case of axially loaded columns, good agreement exists between the experimental ultimate load and the theoretical ultimate load obtained from both methods. In the case of eccentrically loaded columns with minimum eccentricity, equal to one tenth of the lateral dimension of the column, the ultimate load predicted by the first method agrees fairly well with the experimental values, whereas, the second method gives a very conservative result. However, in view of the complexity of the first method, the second method is suggested for use in preliminary design of bamboo reinforced concrete tied columns. A variety of bamboo scientifically known as Thyrsostachys Oliveri and locally known in Thailand as Pai Ruak was used throughout the investigation because of its high tensile and compressive strengths.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reinforced concrete
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Columns, Concrete
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bamboo
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pama, Ricardo P.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Karasudhi, Pisidhi,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Cook, David J.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of the United Kingdom,
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. 816
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B24060">http://203.159.5.9/ait-thesis/detail.php?q=B24060</a>
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a 260511
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 1
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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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 : 30050003036372
CREATED CREATED : 1996-06-06
RECORD Id RECORD # : i11775294
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160092028
CREATED CREATED : 2016-04-22
RECORD Id RECORD # : i12951596
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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 17/08/2026   AIT Thesis no. 816 30050003036372 17/08/2026 1 17/08/2026 20-AIT Publication
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