MARC details
| 000 -LEADER |
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| fixed length control field |
03419ntm a2200373 i 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
MY-KuUP |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251125105544.0 |
| 006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS |
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| fixed length control field |
t||||fr|||| 000 0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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| fixed length control field |
ta |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
200701t20192019my ab||fram|| 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0008687(Local) |
| Qualifying information |
hardback |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| Language of cataloging |
eng |
| Transcribing agency |
UMP |
| Description conventions |
rda |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
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| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .H399 2019 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Nur Hazwani Mohd Rashid, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Influence of peak ground acceleration and soil type on seismic design of RC hotel bulding / |
| Statement of responsibility, etc. |
Nur Hazwani Mohd Rashid |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
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| Place of production, publication, distribution, manufacture |
Kuantan, Pahang : |
| Name of producer, publisher, distributor, manufacturer |
UMP, |
| Date of production, publication, distribution, manufacture, or copyright notice |
2019 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
© 2019 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xiii, 75 pages : |
| Other physical details |
illustrations, maps ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Source |
rdacontent |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
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| Media type term |
unmediated |
| Source |
rdamedia |
| 337 ## - MEDIA TYPE |
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| Media type term |
computer |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
volume |
| Source |
rdacarrier |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
computer disc |
| Source |
rdacarrier |
| 347 ## - DIGITAL FILE CHARACTERISTICS |
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| File type |
text file |
| Encoding format |
PDF |
| Source |
rda |
| 500 ## - GENERAL NOTE |
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| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
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| Dissertation note |
Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2019 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
In June 2015, Malaysia was shocked by a 6.0 magnitude of earthquake that had struck Ranau, one of the districts in Sabah. The moderate earthquake has broken the strongest record set in 1976, when an earthquake measuring 5.8 on the Richter scale struck Lahad Datu, causing heavy damage to property and cracks to building. Although Sabah is outside the Pacific Ring of Fire, the Centre of Research and Innovation of Universiti Malaysia Sabah, found areas in Kundasang, Ranau, Pitas, Lahad Datu and Tawau at risk of earthquakes. After been experiencing the tremors, Malaysian start to aware on the importance of seismic design on building structure. However, the consequence of seismic design application on cost of materials need to be studied beforehand. In relation to that, this study discusses on the seismic design of reinforced concrete (RC) hotel building with consideration of different magnitude of peak ground acceleration (PGA) and different soil type. The first objective of this study is to study the influence of PGA on the amount of steel reinforcement. The second objective is to analyse the effect of soil type on the amount of steel reinforcement. Ten models of hotel building with consideration of different PGA and soil type are considered, namely, non-seismic building, Soil Type B, Soil Type D, Soil Type E with PGA of 0.04g, 0.10g, 0.16g. For different magnitude of PGA, the results shows that the percentage difference of steel reinforcement required compared to non-seismic design for beam and column of the whole building had increased from 14%, 48% to 153% for PGA equals to 0.04g, 0.10g, and 0.16g respectively. While for different soil type, the results shows that the percentage difference of steel reinforcement required compared to non-seismic design had increased from 79% to 153% and reduced to 93% for Soil Type B, Soil Type D and Soil Type E respectively. Consequently, magnitude of PGA and soil type of structure give major effect to overall amount of steel reinforcement required. Thus, it is important to consider these parameter in designing a seismic building. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
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| Corporate name or jurisdiction name as entry element |
Faculty of Civil Engineering and Earth Resources |
| General subdivision |
Disertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Universities and colleges |
| General subdivision |
Disertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Theses |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
Library of Congress Classification |
| Koha item type |
Final Year Report |