Seismic performance of shell structure under earthquake loading / (Record no. 7121)

MARC details
000 -LEADER
fixed length control field 02551ntm a2200289 a 4500
001 - CONTROL NUMBER
control field vtls000099215
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 THE0000655(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905161413
Level of effort used to assign nonsubject heading access points nazirah
Level of effort used to assign subject headings 201712061245
Level of effort used to assign classification huda
-- 201704191700
-- 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 .R34 2017 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Rahamah Wati Sulaeman
245 1# - TITLE STATEMENT
Title Seismic performance of shell structure under earthquake loading /
Statement of responsibility, etc. Rahamah Wati Sulaeman
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 xv, 75 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. 74-75
520 3# - SUMMARY, ETC.
Summary, etc. During past recent years, the number of building structural damage affected by earthquake is increase in Malaysia especially in Sabah. The reason of failure the structure because of inadequate design by Engineer without considering seismic effect in while designing the structure. Designing the structure must be considered several parameters such as the frequency of building can resists, the displacement and acceleration of the building . The mode shape should be study furthermore, which is the tendency of building will move during earthquake attack from the studies the engineer should be able to predict how to overcome when the problem occur.SAP2000 use to conducted the analysis , SAP2000 able to determine the best mode shape which is the best frequency and period of structure to built. The maximum acceleration and displacement are able to find out by using SAP2000. The best mode shape in this analysis are from mode shape 1 which is the frequency is 68.02 Hz and the period is 0.014701 sec . Maximum acceleration is 149442.9433 m/sec2 from axis Y and the value are get from the joint 128 . The highest displacement also occur from joint 128 at the Y axis where is the value are 0.299743 m. To design new spherical dome , we used 5% of damping which is the value maximum acceleration and displacement at the joint 128 used in the design later .
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/25808/">http://ecollib.ump.edu.my/25808/</a>
Public note Access in library only
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   FKASA .R34 2017 r Bc. 0000117494 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 10651 | FKASA .R34 2017 r Bc. 0000117495 04/09/2019 1 04/09/2019 Final Year Report

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