MARC details
| 000 -LEADER |
| fixed length control field |
02415nam a22002777a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
| control field |
20231019114329.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
| fixed length control field |
230214b ||||| |||| 00| 0 eng d |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
| LC control number |
SB 317 |
| 040 ## - CATALOGING SOURCE |
| Original cataloging agency |
TUPM |
| Language of cataloging |
English |
| Transcribing agency |
TUPM |
| 050 #0 - LIBRARY OF CONGRESS CALL NUMBER |
| Classification number |
SB 317 |
| Item number |
C78 2022 |
| 100 #1 - MAIN ENTRY--PERSONAL NAME |
| Personal name |
Cruz, Arnold Ryan S. |
| Relator term |
author |
| 245 00 - TITLE STATEMENT |
| Title |
Strength performance of bamboo-reinforced column with internal bamboo culm/ |
| Statement of responsibility, etc. |
Arnold Ryan S. Cruz, Rovelyn Bernadette R. Genita, Alladin B. Marfil IV, John Carlo B. Quintela, Gyla Rose A. Valdapeña, and Bianca T. Ventura |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
| Place of publication, distribution, etc. |
Manila: |
| Name of publisher, distributor, etc. |
Technological University of the Philippines, |
| Date of publication, distribution, etc. |
2022 |
| 300 ## - PHYSICAL DESCRIPTION |
| Extent |
70pages |
| Dimensions |
27cm. |
| Accompanying material |
+CD |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
| Bibliography, etc. note |
Includes bibliography and appendices |
| 520 ## - SUMMARY, ETC. |
| Summary, etc. |
This study aims to determine the strength performance of bamboo reinforced hollow spiral column with an internal confinement bamboo culm. The bamboo species to be used is Bambusa blumeana. Nine hollow bamboo reinforced columns were tested under axial compression load which are grouped based on the nominal diameters of the bamboo culms; 60mm (D60), 70mm (D70) and 80mm (D80) hollow columns which are compared to three traditional solid concrete spiral columns in terms of compressive strength and ductility. The bamboo reinforcement ratios are kept to a constant among the specimens, with a reinforcement ratio of around 4%, with an equivalent steel ratio for the control specimens. Also, a separate pullout test was conducted to bamboo splints to determine the effectiveness of linseed oil treatment with wrapped G.I. wire for the bond strength to concrete of the bamboo splints. The result showed that the G.I. wires should be well-wrapped to bond well with the splints. Furthermore, G.1. wires have bonded well with the concrete. It also showed that specimen group D70 has the highest compressive strength among the bamboo column specimens and the highest ductility among all the test specimens. A logarithmic graph was also created from the results, showing that increased culm diameter results in a lower compressive strength. |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
| Topical term or geographic name entry element |
Bamboo construction |
| 650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM |
| Topical term or geographic name entry element |
Bamboo construction |
| Form subdivision |
economic aspects |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
| Personal name |
Genita, Rovelyn Bernadette R. |
| Relator term |
author |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
| Personal name |
Marfil, Aladdin B. IV |
| Relator term |
author |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
| Personal name |
Quintella, John Carlo B. |
| Relator term |
author |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
| Personal name |
Valdapeña, Gyla Rose A. |
| Relator term |
author |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
| Personal name |
Ventura, Bianca T. |
| Relator term |
author |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
|