Assessment of reinforced concrete structures under wind and earthquake using different design methods
المؤلفون المشاركون
Abbas, Hisham Amir Najm
A. Numan
al-Sudani, Maha Abd al-Wahid Izzat
المصدر
Journal of Engineering Research
العدد
المجلد 11، العدد 1 B (31 مارس/آذار 2023)، ص ص. 1-13، 13ص.
الناشر
جامعة الكويت مجلس النشر العلمي
تاريخ النشر
2023-03-31
دولة النشر
الكويت
عدد الصفحات
13
التخصصات الرئيسية
الملخص EN
The effect of wind and earthquake on the structures can be specified briefly by the effect of horizontal forces acting on structures varying in their value and direction depending on the location and the distance from the sea in case of wind load and the seismic activity of the region in case of an earthquake.
These horizontal forces conflict in concept with the structural stability of the structure.
Most of the designer engineers adopted the vertical forces only in design calculations and neglected the horizontal forces based on the opinion that the horizontal forces are not effective.
This design concept is wrong; thus, it is necessary to take into consideration the effect of these horizontal forces on structures; especially there are a number of earthquakes that took placed in different places of Iraq.
So, it is necessary to deal seriously with design calculations according to local and international common codes.
This investigation presents a review for the design procedures of different codes, solved design examples according to different local and international codes, the difference in design between the horizontal and vertical forces, and the methods to minimize the effect of wind and earthquake on structures.
Data of a 12-floor symmetrical building were adopted in seismic and wind analysis.
The results of SAP2000 were compared with international common codes such as European, American, Brazilian, Italian, and Romanian codes.
The results of calculations revealed that there are some variations in the analysis of different codes.
Romanian code is more conservative in calculating the lateral displacement and forces, while Italian code was low conservative.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
al-Sudani, Maha Abd al-Wahid Izzat& Abbas, Hisham Amir Najm& A. Numan. 2023. Assessment of reinforced concrete structures under wind and earthquake using different design methods. Journal of Engineering Research،Vol. 11, no. 1 B, pp.1-13.
https://search.emarefa.net/detail/BIM-1495506
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
al-Sudani, Maha Abd al-Wahid Izzat…[et al.]. Assessment of reinforced concrete structures under wind and earthquake using different design methods. Journal of Engineering Research Vol. 11, no. 1 B (Mar. 2023), pp.1-13.
https://search.emarefa.net/detail/BIM-1495506
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
al-Sudani, Maha Abd al-Wahid Izzat& Abbas, Hisham Amir Najm& A. Numan. Assessment of reinforced concrete structures under wind and earthquake using different design methods. Journal of Engineering Research. 2023. Vol. 11, no. 1 B, pp.1-13.
https://search.emarefa.net/detail/BIM-1495506
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references : p. 11-13
رقم السجل
BIM-1495506
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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