Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames
المؤلفون المشاركون
Reyes-Salazar, Alfredo
Rivera, J. Luz
Haldar, Achintya
López-Barraza, Arturo
Bojórquez, Edén
المصدر
العدد
المجلد 2014، العدد 2014 (31 ديسمبر/كانون الأول 2014)، ص ص. 1-13، 13ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2014-06-03
دولة النشر
مصر
عدد الصفحات
13
التخصصات الرئيسية
الطب البشري
تكنولوجيا المعلومات وعلم الحاسوب
الملخص EN
The nonlinear seismic responses of 3D steel buildings with perimeter moment resisting frames (PMRF) and interior gravity frames (IGF) are studied explicitly considering the contribution of the IGF.
The effect on the structural response of the stiffness of the beam-to-column connections of the IGF, which is usually neglected, is also studied.
It is commonly believed that the flexibility of shear connections is negligible and that 2D models can be used to properly represent 3D real structures.
The results of the study indicate, however, that the moments developed on columns of IGF can be considerable and that modeling buildings as plane frames may result in very conservative designs.
The contribution of IGF to the lateral structural resistance may be significant.
The contribution increases when their connections are assumed to be partially restrained (PR).
The incremented participation of IGF when the stiffness of their connections is considered helps to counteract the no conservative effect that results in practice when lateral seismic loads are not considered in IGF while designing steel buildings with PMRF.
Thus, if the structural system under consideration is used, the three-dimensional model should be used in seismic analysis and the IGF and the stiffness of their connections should be considered as part of the lateral resistance system.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Reyes-Salazar, Alfredo& Bojórquez, Edén& Haldar, Achintya& López-Barraza, Arturo& Rivera, J. Luz. 2014. Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames. The Scientific World Journal،Vol. 2014, no. 2014, pp.1-13.
https://search.emarefa.net/detail/BIM-1049266
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Reyes-Salazar, Alfredo…[et al.]. Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames. The Scientific World Journal No. 2014 (2014), pp.1-13.
https://search.emarefa.net/detail/BIM-1049266
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Reyes-Salazar, Alfredo& Bojórquez, Edén& Haldar, Achintya& López-Barraza, Arturo& Rivera, J. Luz. Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames. The Scientific World Journal. 2014. Vol. 2014, no. 2014, pp.1-13.
https://search.emarefa.net/detail/BIM-1049266
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1049266
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