Analysis on the effect of different X-bracing arrangements and locations on lateral drift of different storey steel frame buildings subjected to lateral forces using ANSYS / (Record no. 7466)

MARC details
000 -LEADER
fixed length control field 02483ntm a2200277 a 4500
001 - CONTROL NUMBER
control field vtls000102698
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251117113352.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180108s2017 my da f am 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0000754(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905161556
Level of effort used to assign nonsubject heading access points nazirah
Level of effort used to assign subject headings 201801081440
Level of effort used to assign classification saini
-- 201801081435
-- saini
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 .T3696 2017 r Bc.
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Tan, Woon Han
245 10 - TITLE STATEMENT
Title Analysis on the effect of different X-bracing arrangements and locations on lateral drift of different storey steel frame buildings subjected to lateral forces using ANSYS /
Statement of responsibility, etc. Tan Woon Han
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 xii, 53 p. :
Other physical details ill. (some col.), charts (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) -- Universiti Malaysia Pahang – 2017
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 49-51
520 3# - SUMMARY, ETC.
Summary, etc. Wind had caused to structural failures in the past 150 years and most of the building failures caused by wind happened while the erection of steel frame. For a high rise building that carry lateral loads from wind, braced frame was used to resist the wind loads as it was able to reduce the lateral drift of high rise building effectively. This study was aim to determine the effect of varying the position of x-bracing, joint connection which was pin and fixed connection to the drift index, and different storey steel frame building to the lateral drift. There were total of 35 models of 28-storey steel frame in term of different arrangements of the bracing involved in this study by using ANSYS. After that, the optimum arrangement and location of bracing was chosen then apply to 24, 20 and 16-storey building to observe the lateral drift. It was followed by changing the pin connection from optimum location and arrangement of bracing for 28- storey to fixed connection in order to observe which type of connection provides the best stability to the steel frame. Finally, it was known that the exterior bay bracing along with the floors bracing near to each other and located at the middle of the steel frame provided the best stability to the steel frame.
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
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 .T3696 2017 r Bc. 0000120927 04/09/2019 1 04/09/2019 Final Year Report
  Not lost   Not for loan UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 11008 | FKASA .T3696 2017 r Bc. 0000120928 04/09/2019 1 04/09/2019 Final Year Report

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