MARC details
000 -LEADER |
fixed length control field |
02622cam a2200313 a 4500 |
003 - CONTROL NUMBER IDENTIFIER |
control field |
EG-GiCUC |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
fixed length control field |
170918s2017 ua dh 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.2017.Ab.I |
100 0# - MAIN ENTRY--PERSONAL NAME |
Personal name |
Abdelrahman Sobhy Mohamed Eltanashy |
245 10 - TITLE STATEMENT |
Title |
Investegating the effect of bracing and Number of bays on the value of response modification factor / |
Statement of responsibility, etc. |
Abdelrahman Sobhy Mohamed Eltanashy ; supervised Walid Abdellatif Attia , Emad Abdelrahman Marey |
246 15 - VARYING FORM OF TITLE |
Title proper/short title |
دراسة تأثير الشكالات وعدد الباكيات على قيمة معامل تعديل الاستجابة الزلزالية |
260 ## - PUBLICATION, DISTRIBUTION, ETC. |
Place of publication, distribution, etc. |
Cairo : |
Name of publisher, distributor, etc. |
Abdelrahman Sobhy Mohamed Eltanashy , |
Date of publication, distribution, etc. |
2017 |
300 ## - PHYSICAL DESCRIPTION |
Extent |
197 P. : |
Other physical details |
charts , 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. |
This research involves the parametric study of 2D braced and un-braced reinforced concrete moment resisting frames to study the effect of position, number of bracing and number of bays through inspecting the value of response modification factor which calculating by operating nonlinear static pushover analysis. The results of nonlinear static pushover analysis are presented in One parameter changing based on number of storeys for models which changing in number of storeys are configured for each group of frames as 3, 5, 7, 9, 11, and 13-storey with equal number of bays and One parameter changing based on number of bays for 13 storey models to study the effect of X-bracing position and number of bays, Knowing that the gross moment of inertia was taken into account for all models. Vertical and lateral loads were assigned on all systems based on Egyptian code provisions ECP-201 (2012) and all elements were designed according to ECP-203 (2007). SAP2000 Version 14.2 software program utilized to create both linear static analysis and nonlinear static analysis to perform pushover curve which is idealized to obtain response modification factor of each system. This study involves sixty reinforced concrete braced and unbraced frames which classified the models into three main groups |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
Additional physical form available note |
Issued also as CD |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Dual system |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Nonlinear static analysis |
653 #4 - INDEX TERM--UNCONTROLLED |
Uncontrolled term |
Response modification factor |
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Emad Abdelrahman Marey , |
Relator term |
|
700 0# - ADDED ENTRY--PERSONAL NAME |
Personal name |
Walid Abdellatif Attia , |
Relator term |
|
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Nazla |
Reviser |
Revisor |
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
Cataloger |
Shimaa |
Reviser |
Cataloger |
942 ## - ADDED ENTRY ELEMENTS (KOHA) |
Source of classification or shelving scheme |
Dewey Decimal Classification |
Koha item type |
Thesis |