MARC details
| 000 -LEADER |
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| fixed length control field |
03838ntm a2200361 i 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000105640 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113406.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
190423t20182018my ab f am 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000389(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905141805 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| -- |
201904231220 |
| -- |
nazri |
| 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 .F373 2018 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Farashaheeda Ahmad Jani, |
| Relator term |
author. |
| 245 10 - TITLE STATEMENT |
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| Title |
Seismic design for reinforced concrete hospital building influenced by level of peak ground acceleration and class of ductility / |
| Statement of responsibility, etc. |
Farashaheeda Ahmad Jani |
| 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 |
2018 |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
© 2018 |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
ix, 56 pages : |
| Other physical details |
illustrations (some color), maps (some color) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 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 – 2018 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Includes bibliographical references |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
A series of earthquakes such as Sumatra-Andaman earthquake on 26 December 2004, Nias earthquake on 28 March 2005, and Bengkulu earthquake on 12 December 2007 had influences to a series of subsequence local earthquake in Peninsular Malaysia. Some of the local earthquake that had been affected are at Bukit Tinggi on 30 November 2007 to 25 May 2008, Jerantut on 17 March 2009, Manjong on 29 April 2009, and Kuala Pilah on 29 and 30 November 2009. While in East of Malaysia especially Sabah, it is locally known as earthquake prone region. Hence it can be concluded that Malaysia is not totally free from seismic activities either in peninsular Malaysia or at the east of Malaysia. In 2009, Malaysia Public Work of Department (PWD) felt it was worthwhile to consider seismic design input in new building which are located in medium to high risk earthquake zone. The effect of seismic design implementation on cost of materials is became an important topic to be investigated. In relation to that, this study discusses on the seismic design of reinforce concrete hospital building with consideration of different magnitude of Peak Ground Acceleration (PGA) and different class of ductility. The outcome of the design is the comparison on the amount of steel reinforcement required that is obtained from two different parameters mentioned above compared to non-seismic design. Six models of hospital buildings with consideration of different PGA and ductility class are considered, namely, non-seismic building, medium ductility with PGA of 0.04g, 0.08g, 0.12g, 0.16g and low ductility with PGA of 0.04g. 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 6%, 116%, 257%, and 290% for PGA equals to 0.04g, 0.08g, 0.12g, and 0.16g respectively. While for different class of ductility, the results shows that the percentage difference of steel reinforcement required compared to non-seismic design had increased from 6% to 145% for ductility class medium and ductility class low respectively. Thus, magnitude of PGA and class of ductility of structure give significant effect to overall amount of steel reinforcement required. Hence, it should be considered 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 |
Dissertations |
| 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 |
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| Topical term or geographic name entry element |
Theses |