Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection
المؤلفون المشاركون
Yang, Guang
Zhao, Erfeng
Li, Xiaoya
Norouzzadeh Tochaei, Emad
Kan, Kan
Zhang, Wei
المصدر
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-18، 18ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-03-04
دولة النشر
مصر
عدد الصفحات
18
التخصصات الرئيسية
الملخص EN
The reinforced concrete (RC) frame with masonry infill wall is one of the most common structural systems in many countries.
It has been widely recognized that the infill wall has significant effects on the seismic performance of RC frame structure.
During the Wenchuan earthquake (China 2008), a lot of infilled RC frame structures suffered serious damages due to the detrimental effects brought about by the infill wall rigidly connected to the surrounding frame.
In order to solve this problem, flexible connection, introduced by Chinese designers, is recommended by the updated Chinese seismic design code, because of its effect to reduce the unfavorable interaction between infill wall and frame.
Although infilled RC frame structure with flexible connection has a lot of advantages, but because of the lack of research, this structure type is seldom used in practical engineering.
Therefore, it is of great significance to scientifically investigate and analyze the effects of flexible connection on structure behaviors of infilled RC frame.
In this study, a macrofinite element numerical simulation method for infilled RC frame with flexible connection was investigated.
Firstly, the effects of connection between infill wall and surrounding frame on in-plane behaviors of infilled RC frame were discussed.
Secondly, based on deeply studying the equivalent diagonal strut models for infilled RC frame with rigid connection, an improved equivalent diagonal strut model for infilled RC frame with flexible connection was proposed.
Employed with inversion analysis theory, the parameter in the proposed model was estimated through artificial fish swarm algorithm.
Finally, applied with the existing experiment results, a case study was conducted to verify the effectiveness and feasibility of the proposed model.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Yang, Guang& Zhao, Erfeng& Li, Xiaoya& Norouzzadeh Tochaei, Emad& Kan, Kan& Zhang, Wei. 2019. Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-18.
https://search.emarefa.net/detail/BIM-1116046
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Yang, Guang…[et al.]. Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection. Advances in Civil Engineering No. 2019 (2019), pp.1-18.
https://search.emarefa.net/detail/BIM-1116046
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Yang, Guang& Zhao, Erfeng& Li, Xiaoya& Norouzzadeh Tochaei, Emad& Kan, Kan& Zhang, Wei. Research on Improved Equivalent Diagonal Strut Model for Masonry-Infilled RC Frame with Flexible Connection. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-18.
https://search.emarefa.net/detail/BIM-1116046
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1116046
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