![](/images/graphics-bg.png)
Performance of coupling beams with openings exposed to cyclic loading
المؤلفون المشاركون
Hajjaj, Hisham A.
Hassan, Wail M.
Sayyid, Abd al-Azim
المصدر
العدد
المجلد 2020، العدد 168 (31 ديسمبر/كانون الأول 2020)، ص ص. 19-37، 19ص.
الناشر
جامعة حلوان كلية الهندسة بالمطرية
تاريخ النشر
2020-12-31
دولة النشر
مصر
عدد الصفحات
19
التخصصات الرئيسية
الموضوعات
الملخص EN
The performance of coupling beams under cyclic loadings is evaluated when theyhave openings with different configuration.
The study is performed throughexperimental examination on four reduced scale coupling beams.
The testing is donein the Concrete Laboratory at the Housing and Building National Research Center, Cairo, Egypt.
Square openings are constructed on three specimens with differentconfigurations whereas the fourth specimen kept without openings for thecomparison matter.
Two openings are fabricated at top and bottom of the diagonalbars in one beam specimen.
Another specimen contains two openings at left and rightof the diagonal bars.
The last specimen has four square openings placed at top-bottomand left-right of the diagonal bars of the coupling beam.
The yield and ultimate tensilestrength of the reinforcement steel bars are 510 and 720 MPa, respectively withelastic modulus of 200 GPa.
The concrete characteristic strength is 38 MPa.
Allspecimens were tested under laterally cyclic loading to simulate the subjected loadson coupled shear walls.
A special complicated setup is utilized for that issue.
Theresults are recorded during testing and at the end of each cycle.
The forcedeformationrelationships are recorded and their corresponding hysteresis loops areplotted.
The cracks patterns are also marked and recorded.
From the obtained results, one may observe that, in case of using two openings located at right and left (near theshear walls), the stiffness of the coupling beam is slightly decreased.
The couplingbeams stiffness is decreased by ~8.5% for the other pattern of two openings and by~13.5% in case of using four openings.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Hajjaj, Hisham A.& Hassan, Wail M.& Sayyid, Abd al-Azim. 2020. Performance of coupling beams with openings exposed to cyclic loading. Engineering Research Journal،Vol. 2020, no. 168, pp.19-37.
https://search.emarefa.net/detail/BIM-1336312
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Hajjaj, Hisham A.…[et al.]. Performance of coupling beams with openings exposed to cyclic loading. Engineering Research Journal No. 168 (Dec. 2020), pp.19-37.
https://search.emarefa.net/detail/BIM-1336312
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Hajjaj, Hisham A.& Hassan, Wail M.& Sayyid, Abd al-Azim. Performance of coupling beams with openings exposed to cyclic loading. Engineering Research Journal. 2020. Vol. 2020, no. 168, pp.19-37.
https://search.emarefa.net/detail/BIM-1336312
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
-
رقم السجل
BIM-1336312
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
![](/images/ebook-kashef.png)
تقوم هذه الخدمة بالتحقق من التشابه أو الانتحال في الأبحاث والمقالات العلمية والأطروحات الجامعية والكتب والأبحاث باللغة العربية، وتحديد درجة التشابه أو أصالة الأعمال البحثية وحماية ملكيتها الفكرية. تعرف اكثر
![](/images/kashef-image.png)