MARC details
| 000 -LEADER |
| fixed length control field |
03672ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
| control field |
vtls000099200 |
| 003 - CONTROL NUMBER IDENTIFIER |
| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
| control field |
20251117113338.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
| fixed length control field |
170419t2017 my a f a m 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
| International Standard Book Number |
THE0000263(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
| Level of rules in bibliographic description |
201905141534 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201712061235 |
| Level of effort used to assign classification |
huda |
| Level of effort used to assign subject headings |
201704201557 |
| Level of effort used to assign classification |
fateeha |
| -- |
201704191546 |
| -- |
fateeha |
| 040 ## - CATALOGING SOURCE |
| Original cataloging agency |
UMP |
| 090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN) |
| Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) |
FKASA .A45 2017 r Bc. |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
| Personal name |
Nurul 'Amirah Khalil |
| 245 10 - TITLE STATEMENT |
| Title |
Comparative study the effectiveness 4D autodesk naviswork software with traditional software planner / |
| Statement of responsibility, etc. |
Nurul 'Amirah Khalil |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2017 |
| 300 ## - PHYSICAL DESCRIPTION |
| Extent |
xiv, 44 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD-ROM |
| 500 ## - GENERAL NOTE |
| General note |
Faculty of Civil Engineering and Earth Resources |
| 502 ## - DISSERTATION NOTE |
| Dissertation note |
Project Paper (Bachelors of Civil Engineering (Hons.)) -- Universiti Malaysia Pahang – 2017 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
| Bibliography, etc. note |
Bibliography : p. 34-35 |
| 520 3# - SUMMARY, ETC. |
| Summary, etc. |
Construction industry is the one of the key economic development activities in Malaysia. Before starting any construction, all developer, contractor, and consultant desire a project to run smoothly without any arising problem. However, there are almost same arising problem in most countries including Malaysia. Basically, these problems arise through work program implementation including the clash either between beam and column or wall and beam. These problems contribute to the delay of construction project since it takes a long time to settle the arising problems. For example, a project at United Kingdom of America was to build National Health Service Care where this project was delay because of poor planned. The poor planning of this project cause the budget run. Original budget was $4.68 billion, but when this problem happen this budget subsequently grown to $24 billion, with some observers estimating it could grow to as much as $40B. This project taking 4 years to finish up all the thing. Therefore, an alternative study had been explored to minimize the construction problems before the construction work commences. This study focused on the effectiveness planning in real construction project by using Naviswork. A few related data had been obtained from a real construction data consisting of a structural, architectural drawing, and detailed work program of the project. These drawings were developed into 3D model by using Revit software, followed with the clash detection between these models by using Naviswork. In order to check the sequence of work program, the work program had been attached into Microsoft Project, meanwhile the structural and architectural model into Naviswork. There was about 257 clashes detection between structural and architectural model. Meanwhile, a problem had been detected starting from day 373 week 54 in date 17 July 2015 through the work program simulation where the architectural model started to overtake the structural model. Once the result had been obtained, these problems need to be solved before the project commences. From this simulation, it could be concluded that there was weakness through the traditional project planning since it did not detect the problem immediately. In conclusion, all construction project should take the initiative to decrease the problem prior starting the construction work in order so that the project can run smoothly. |
| 610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME |
| 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 |
| Topical term or geographic name entry element |
Universities and Colleges |
| General subdivision |
Dissertations |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
| Topical term or geographic name entry element |
Theses |
| 856 40 - ELECTRONIC LOCATION AND ACCESS |
| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/25816/">http://ecollib.ump.edu.my/25816/</a> |
| Public note |
Access in library only |