Behavior of reinforced concrete beams subjected to indirect loads / (Record no. 171479)
[ view plain ]
000 -LEADER | |
---|---|
fixed length control field | 04235namaa22004211i 4500 |
003 - CONTROL NUMBER IDENTIFIER | |
control field | OSt |
005 - أخر تعامل مع التسجيلة | |
control field | 20250514114325.0 |
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
fixed length control field | 250414s2024 ua a|||frm||| 000 0 eng d |
040 ## - CATALOGING SOURCE | |
Original cataloguing agency | EG-GICUC |
Language of cataloging | eng |
Transcribing agency | EG-GICUC |
Modifying agency | EG-GICUC |
Description conventions | rda |
041 0# - LANGUAGE CODE | |
Language code of text/sound track or separate title | eng |
Language code of summary or abstract | eng |
-- | ara |
049 ## - Acquisition Source | |
Acquisition Source | Deposit |
082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER | |
Classification number | 624.18341 |
092 ## - LOCALLY ASSIGNED DEWEY CALL NUMBER (OCLC) | |
Classification number | 624.18341 |
Edition number | 21 |
097 ## - Degree | |
Degree | M.Sc |
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
Local Call Number | Cai01.13.05.M.Sc.2024.Ah.B |
100 0# - MAIN ENTRY--PERSONAL NAME | |
Authority record control number or standard number | Ahmed Shawky Eid Khalifa, |
Preparation | preparation. |
245 10 - TITLE STATEMENT | |
Title | Behavior of reinforced concrete beams subjected to indirect loads / |
Statement of responsibility, etc. | by Ahmed Shawky Eid Khalifa ; Supervisors Prof. Dr. Hany Ahmed Abdalla, Dr. Mohamed Samy Youssif. |
246 15 - VARYING FORM OF TITLE | |
Title proper/short title | سلوك الكمرات الخرسانية المسلحة تحت تأثير الأحمال غير المباشرة / |
264 #0 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE | |
Date of production, publication, distribution, manufacture, or copyright notice | 2024. |
300 ## - PHYSICAL DESCRIPTION | |
Extent | 76 pages : |
Other physical details | illustrations ; |
Dimensions | 25 cm. + |
Accompanying material | CD. |
336 ## - CONTENT TYPE | |
Content type term | text |
Source | rda content |
337 ## - MEDIA TYPE | |
Media type term | Unmediated |
Source | rdamedia |
338 ## - CARRIER TYPE | |
Carrier type term | volume |
Source | rdacarrier |
502 ## - DISSERTATION NOTE | |
Dissertation note | Thesis (M.Sc)-Cairo University, 2024. |
504 ## - BIBLIOGRAPHY, ETC. NOTE | |
Bibliography, etc. note | Bibliography: pages 74-76. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | An experimental program was prepared and carried out to determine the actual <br/>demand of additional hanger reinforcement due to indirect loading in case of <br/>intersecting reinforced concrete beams. <br/>Many parameters were investigated in this program to test their effect, such as, <br/>changing the number of stirrups at the joint region, changing the depth of the supported <br/>beam relative to the supporting beam, changing the width of the supported beam, <br/>testing the ability of the hanger reinforcement in transferring shear loads (inside the <br/>intersection area and the adjacent area, and finally how well these results agree with <br/>the ECP203-2018 provisions. <br/>It was observed that the number of stirrups and the depth of the supported beam <br/>have major effect on the system behavior, while the width of the supported beam <br/>showed less significant effect. It is also worth noting that the stirrups at the adjacent <br/>area to the intersection effectively contribute much as the stirrups inside. From all the <br/>previous results it can safely be stated that the provisions and the equations provided <br/>by the ECP203-2018 are reasonable and give accurate estimations. |
520 ## - SUMMARY, ETC. | |
Summary, etc. | تم إجراء تجربة معملية لدراسة سلوك الكمرات الخرسانية المسلحة في حالة التحميل غير المباشر وتقييم الحاجة إلى كانات تسليح إضافية. تم دراسة بعض المتغيرات منها: تغيير عدد كانات القص في منطقة التقاطع، وتغيير أبعاد الكمرة الثانوية (العمق والعرض)، ومدى فعالية الكانات داخل منطقة التقاطع والمنطقة المجاورة لها، وأيضا مدى مطابقة النتائج لإرشادات ومعادلات الكود المصري للخرسانة المسلحة. بنهاية البحث تبين أن زيادة عدد الكانات في منطقة التقاطع يزيد من قدرة الكمرات على تحمل قوى قص أعلى، كما تبين أن زيادة عمق الكمرة الثانوية يؤثر سلبًا على قدرة تحمل الكمرات. تغيير عرض الكمرات الثانوية تأثيره هامشيًا مما يقسر عدم وجوده كمتغير في معادلات الكود المصري. أخيرا يمكن القول إن معادلات وتوصيات الكود منطقية وتتنبأ بالنتائج بشكل دقيق. |
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE | |
Issues CD | Issues also as CD. |
546 ## - LANGUAGE NOTE | |
Text Language | Text in English and abstract in Arabic & English. |
650 #7 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
Topical term or geographic name entry element | Reinforced concrete |
Source of heading or term | qrmak |
653 #0 - INDEX TERM--UNCONTROLLED | |
Uncontrolled term | indirect loading |
-- | shear stress |
-- | intersecting concrete beams |
-- | strut and tie model STM |
-- | hanger reinforcement |
700 0# - ADDED ENTRY--PERSONAL NAME | |
Personal name | Hany Ahmed Abdalla |
Relator term | thesis advisor. |
700 0# - ADDED ENTRY--PERSONAL NAME | |
Personal name | Mohamed Samy Youssif |
Relator term | thesis advisor. |
900 ## - Thesis Information | |
Grant date | 01-01-2024 |
Supervisory body | Hany Ahmed Abdalla |
-- | Mohamed Samy Youssif |
Discussion body | Akram Mohamed Torkey |
-- | Ahmed Ali Hassan |
Universities | Cairo University |
Faculties | Faculty of Engineering |
Department | Department of Structural Engineering |
905 ## - Cataloger and Reviser Names | |
Cataloger Name | Shimaa |
Reviser Names | Eman Ghareb |
942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
Source of classification or shelving scheme | Dewey Decimal Classification |
Koha item type | Thesis |
Edition | 21 |
Suppress in OPAC | No |
Source of classification or shelving scheme | Home library | Current library | Date acquired | Inventory number | Full call number | Barcode | Date last seen | Effective from | Koha item type |
---|---|---|---|---|---|---|---|---|---|
Dewey Decimal Classification | المكتبة المركزبة الجديدة - جامعة القاهرة | قاعة الرسائل الجامعية - الدور الاول | 14.04.2025 | 90884 | Cai01.13.05.M.Sc.2024.Ah.B | 01010110090884000 | 14.04.2025 | 14.04.2025 | Thesis |