A use of natural sisal and jute fiber composites for seismic retrofitting of nonductile rectangular reinforced concrete columns (Record no. 53872)

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fixed length control field 02137nam a2200253Ia 4500
003 - CONTROL NUMBER IDENTIFIER
control field MX-MdCICY
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250625162436.0
040 ## - CATALOGING SOURCE
Transcribing agency CICY
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) B-19753
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
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245 10 - TITLE STATEMENT
Title A use of natural sisal and jute fiber composites for seismic retrofitting of nonductile rectangular reinforced concrete columns
490 0# - SERIES STATEMENT
Volume/sequential designation Journal of Building Engineering, 52, 104521, 2022
520 3# - SUMMARY, ETC.
Summary, etc. Given a size of low-rise residential buildings located in seismic-prone areas, it is difficult to rationalize the application of Carbon Fiber Sheet Polymer (CFRP)sheets for the sake of seismic strengthening. Consequently, this study aimed at finding alternate solutions that could justify the cost without compromising on the performance of strengthened buildings. The potential of sisal and jute fibers was investigated in preventing brittle shear failures of short RC columns. A total of 6 RC columns furnishing typical old non-seismic details with a shear span-to-depth ratio of 2.35 were tested in this study. One column served as control whereas one column was strengthened with 2 layers of CFRP sheets. Rest of the 4 columns were strengthened with 2 and 4 layers of sisal and jute fiber composite sheets. Structural performance in terms of failure modes, ductility, energy dissipation, and peak lateral loads was summarized. It was established that both the natural fiber composites could enhance the structural performance of RC columns to a level comparable to that established by CFRP sheets. This too was achieved by reducing the strengthening cost per column relative to CFRP by 35 and 15 percent for sisal and jute, respectively.
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element NATURAL FIBER COMPOSITES
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element CFRP
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element SHEAR-CRITICAL RC COLUMNS
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element SEISMIC STRENGTHENING
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element PLASTIC HINGE
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Yooprasertchai, E.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Wiwatrojanagul, P.
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Pimanmas, A.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="https://drive.google.com/file/d/19GPPbYi9hEOV24dIQ--XnQa_BGDpSX0x/view?usp=drivesdk">https://drive.google.com/file/d/19GPPbYi9hEOV24dIQ--XnQa_BGDpSX0x/view?usp=drivesdk</a>
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Source of classification or shelving scheme Clasificación local
Koha item type Documentos solicitados
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  Clasificación local     Ref1 CICY CICY Documento préstamo interbibliotecario 25.06.2025   B-19753 25.06.2025 25.06.2025 Documentos solicitados