MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02512cam a2200313 a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
|---|
| control field |
EG-GiCUC |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
220209s2021 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 |
Ph.D |
| 099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) |
|---|
| Classification number |
Cai01.13.05.Ph.D.2021.Ba.E |
| 100 0# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Bassem Mohamed Dawod Ibrahim |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Experimental and numerical investigation on strength of eccentrically loaded steel square hollow sections / |
| Statement of responsibility, etc. |
Bassem Mohamed Dawod Ibrahim ; Supervised Sherif Saleh Safer |
| 246 15 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
دراسه عمليه وعدديه عن مقاومه القطاعات الصلب المربعه المفرغه والمعرضه لقوى ضغط لا مركزية |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Cairo : |
| Name of publisher, distributor, etc. |
Bassem Mohamed Dawod Ibrahim , |
| Date of publication, distribution, etc. |
2021 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
98 P . : |
| Other physical details |
charts , facsmilies ; |
| Dimensions |
30cm |
| 502 ## - DISSERTATION NOTE |
|---|
| Dissertation note |
Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
The aim of this study is to investigate the design and the behavior of steel SHS under eccentric loading. The study begins with experimental works carried out on SHS under eccentric loading. Numerical simulations of tests are carried out using finite element program, ANSYS V.17. Geometric imperfections are included in the numerical model. Numerical results have a good agreement with test results obtained herein. Parametric study is then carried out using a wide range of non-dimensional slenderness ratios, width-to-thickness ratios and load eccentricities. Assessment of numerical and test results obtained herein with current AISC code equations revealed compatibility of current design equations with test and numerical results for non-compact sections. However, for slender sections, the code equations are indeed conservative compared to test and numerical results by 30 % in some cases especially at slenderness ratio less than 1.0. Numerical results revealed that current design equations for eccentrically loaded slender SHS must be revisited. Numerical and test results were used to proposed a new set of design equations to provide better representation of strength and behavior of slender eccentrically loaded SHS compared to current equations adopted by AISC code |
| 530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE |
|---|
| Additional physical form available note |
Issued also as CD |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Eccentric Loads |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Eccentric loading |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Local buckling |
| 653 #4 - INDEX TERM--UNCONTROLLED |
|---|
| Uncontrolled term |
Non-linear analysis |
| 700 0# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Sherif Saleh Safer, |
| Relator term |
|
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Cataloger |
Nazla |
| Reviser |
Cataloger |
| 905 ## - LOCAL DATA ELEMENT E, LDE (RLIN) |
|---|
| Reviser |
Revisor |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Source of classification or shelving scheme |
Dewey Decimal Classification |
| Koha item type |
Thesis |
