MARC details
| 000 -LEADER |
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| fixed length control field |
03110ntm a2200289 a 4500 |
| 001 - CONTROL NUMBER |
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| control field |
vtls000099516 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
KUKTEM |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20251117113333.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
170426t2017 my da f am 000 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
THE0000606(Local) |
| 039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE] |
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| Level of rules in bibliographic description |
201905161024 |
| Level of effort used to assign nonsubject heading access points |
nazirah |
| Level of effort used to assign subject headings |
201905161020 |
| Level of effort used to assign classification |
nazirah |
| Level of effort used to assign subject headings |
201712141243 |
| Level of effort used to assign classification |
nazri |
| -- |
201704261233 |
| -- |
nazri |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
UMP |
| 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 .N67 2017 r Bc. |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Norshakila Abdul Wahab |
| 245 10 - TITLE STATEMENT |
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| Title |
Seismic performance of staircase under earthquake loading / |
| Statement of responsibility, etc. |
Norshakila Abdul Wahab |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
Kuantan, Pahang : |
| Name of publisher, distributor, etc. |
UMP, |
| Date of publication, distribution, etc. |
2017 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xvi, 79 p. : |
| Other physical details |
ill. (some col.) ; |
| Dimensions |
30 cm. + |
| Accompanying material |
1 CD ROM |
| 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 – 2017 |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : p. 78-79 |
| 520 3# - SUMMARY, ETC. |
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| Summary, etc. |
Staircase is the part of secondary system of the structures and it is one of the essential parts of a building because of its functional importance. When compared to the modern escalators, staircase serves not only better in emergency conditions (such as fire escapes, natural disaster, and others) but also provides considerable stiffness to the building. Seems many research of earthquake proves that staircase in reinforced concrete (RC) building suffered severe damage during Wenchuan earthquake at China. Besides, nowadays earthquake from others country had beenaffected by Malaysia. Therefore, modal analysis of staircase by using SAP2000 software are conducted for Malaysia as to study the influence of earthquake load to the stiffness, displacement and acceleration of stair. This paper deals with the seismic performance of staircase and in particular on the acceleration and displacement that could have their critical and weak points in the stair members. The stair increases structural strength and stiffness of a structure but attracting seismic forces it could fail into its short columns or into the slabs due to high shear forces, into inclined beams supporting the steps a cause of high axial forces. The structural solutions and design practice of stairs in seismic load designed structures are investigated to define their behavior under earthquake loading and to understand their performance. Some calculation and explanation of stair are herein presented. In particular, one type of stair is considered: the one with free standing landing in order to analyze the dynamic characteristics of stair under seismic load. The modal analysis emphasizes the different modal behavior considering the stairs. This modal analysis shown 12 shape of mode of staircase that had been put of the seismic load. From the mode shape, staircase shown its own frequencies and natural time period. |
| 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 |
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| Uniform Resource Identifier |
<a href="http://ecollib.ump.edu.my/id/eprint/25701">http://ecollib.ump.edu.my/id/eprint/25701</a> |
| Public note |
Access in library only |