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Reliability of slender reinforced concrete column / (Record no. 59964)

MARC details
000 -LEADER
fixed length control field 01872cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031654.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170225s2016 ua h f m 000 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency EG-GiCUC
Language of cataloging eng
Transcribing agency EG-GiCUC
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title eng
049 ## - LOCAL HOLDINGS (OCLC)
Holding library Deposite
097 ## - Thesis Degree
Thesis Level M.Sc
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.M.Sc.2016.In.R
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Inas Mohamed Saleh Abdelhasib
245 10 - TITLE STATEMENT
Title Reliability of slender reinforced concrete column /
Statement of responsibility, etc. Inas Mohamed Saleh Abdelhasib ; Supervised Metwally Abdelaziz Ahmed , Ahmed Shaban Abdelhay
246 15 - VARYING FORM OF TITLE
Title proper/short title دراسة أمان الأعمدة الخرسانية المسلحة النحيفة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Inas Mohamed Saleh Abdelhasib ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 159 P. :
Other physical details facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. In this thesis an investigation on reliability of slender reinforcement concrete columns using risk analysis program and Monte Carlo Simulation method is excuted . since most of the variables involved in column design (material properties, geometric characteristics, loads) are random, probabilistic methods are used in the analysis. The effect of the concrete compressive strength, amount of longitudinal steel, load eccentricity, and slenderness ratio on the column reliability are investigated. It was found that all these factors have a considerable impact on the response of slender reinforcement concrete columns
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Monte Carlo Simulation
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Reliability
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Slender reinforcement column
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Ahmed Shaban Abdelhay ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Metwally Abdelaziz Ahmed ,
Relator term
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://172.23.153.220/th.pdf">http://172.23.153.220/th.pdf</a>
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Shaima
Reviser Cataloger
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Thesis
Holdings
Source of classification or shelving scheme Not for loan Home library Current library Date acquired Full call number Barcode Date last seen Koha item type Copy number
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.M.Sc.2016.In.R 01010110070886000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2016.In.R 01020110070886000 22.09.2023 CD - Rom 70886.CD