MARC details
| 000 -LEADER |
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| fixed length control field |
03987nam a22003137a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20241120184332.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
241120b |||||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
TUPM |
| Language of cataloging |
English |
| Transcribing agency |
TUPM |
| Modifying agency |
TUPM |
| Description conventions |
rda |
| 050 ## - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
BTH TA 145 |
| Item number |
B37 2024 |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Basa, Hannah Lyn Y. |
| Relator term |
author |
| 245 ## - TITLE STATEMENT |
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| Title |
Structural performance of rubber-padded fabricated galvanized iron (GI) clamp as connectiors between full culm bamboo rafters and wall top plates/ |
| Statement of responsibility, etc. |
Hannah Lyn Y. Basa, Reina Mae A. Bautista, Ranred Tom D. Cuello, Josephine T. Padaboc, Monarose A. Roca, and James Edrian A. Rubio .-- |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Manila: |
| Name of publisher, distributor, etc. |
Technological University of the Philippines, |
| Date of publication, distribution, etc. |
2024. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xxii, 219pages: |
| Dimensions |
29cm. |
| Accompanying material |
+1 CD-ROM (4 3/4in.) |
| 336 ## - CONTENT TYPE |
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| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Source |
rdacarrier |
| 500 ## - GENERAL NOTE |
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| General note |
Thesis (undergraduate) |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
College of Engineering .-- |
| Degree type |
Bachelor of Science in Civil Engineering: |
| Name of granting institution |
Technological University of the Philippines, |
| Year degree granted |
2024. |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliography: |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
Bamboo construction has yet to reach its full potential as difficulties with its joints<br/>and connection arise due to bamboo’s hollow round shape and varying diameters. In line<br/>with this, this study proposes a new connection with galvanized iron clamps padded with<br/>nitrile butadiene rubber, as clamps can effectively distribute the load throughout the<br/>connected bamboo, and nitrile butadiene rubber can prevent slippage. Utilizing a full culm<br/>Bambusa blumeana treated with borax and boric acid, a rafter-to-wall top plate connection<br/>was made using the fabricated clamp. To determine the suitability of the bamboo for<br/>construction, ASTM D2395-17, ASTM D1037-12, and PNS ISO 22157:2020 were<br/>followed for physical and mechanical property tests. The tensile, shear, and grip tests were<br/>also conducted in three trials each to determine the structural performance of the clamps<br/>with varying widths (1 in, 1.5 in, and 2 in). Furthermore, the clamps’ performance was<br/>compared to the designated design loads and the conventional bolted connection. The<br/>obtained results demonstrated the proposed connection's successful performance in both<br/>the tensile and shear tests with strengths 6.257 kN and 2.083 kN, respectively. When<br/>compared to the designated design loads of 3.389 kN and 0.492 kN in tension and shear<br/>respectively, the clamps’ performance exceeds by: Clamp A - 53.97%, Clamp B - 84.63%,<br/>and Clamp C - 69.53% for tension; Clamp A - 446.68%, Clamp B - 323.41%, and Clamp<br/>C - 214.34% for shear. Additionally, there is no significant difference in terms of stiffness<br/>between the clamp and the bolted connections’ performance in resisting tensile forces.<br/>However, talking about their modes of failure is another thing. The clamp underwent<br/>various stages - elongation of the clamp, deformation of its pocket, then detachment from<br/>its joint—all these happened while protecting the bamboo. On the contrary, for the bolted<br/><br/>vi<br/>connection, the bamboo split first before the connector itself which makes it less efficient<br/>as a bamboo connector. The findings of this study reveal that among the three samples of<br/>the proposed connection (1 in, 1.5 in, and 2.5 in clamp), the 1.5-inch clamp proved robust<br/>in withstanding tensile, shear, and sliding forces, making it a suitable full-culm bamboo<br/>rafter-to-wall top plate connector. Still, this can only be justified with a good workmanship<br/>of the fabrication of the clamp and its assembly especially the tightening of the nuts. Lastly,<br/>thisstudy can be continued by utilizing other materialssuch asstainlesssteel or by applying<br/>the connection to other structural members. |
| 650 ## - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Civil engineering |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Bautista, Reina Mae A. |
| Relator term |
author |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Cuello, Randred Tom D. |
| Relator term |
author |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Padaboc, Josephine T. |
| Relator term |
author |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Roca, Monarose A. |
| Relator term |
author |
| 700 ## - ADDED ENTRY--PERSONAL NAME |
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| Personal name |
Rubio, James Edrian A. |
| Relator term |
author |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Bachelor's Thesis COE |
| Suppress in OPAC |
No |