Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements
المؤلفون المشاركون
Wu, Dong-yue
Liang, Shu-ting
Guo, Zheng-xing
Zhu, Xiao-jun
المصدر
Advances in Materials Science and Engineering
العدد
المجلد 2015، العدد 2015 (31 ديسمبر/كانون الأول 2015)، ص ص. 1-11، 11ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2015-10-01
دولة النشر
مصر
عدد الصفحات
11
الملخص EN
The grouted precast buildings have great economic superiorities and application potentials.
With excessively utilized confinement steels, connecting steels, and steel sleeves, their mechanical properties satisfied the strength requirements.
But the capacity calculation approach still remains uncertain due to the complexity caused by the joint interface slip and joint gap opening displacement, which can hardly be avoided and lead to an excessive steel configuration.
In order to make the design approach of precast grouted shear wall convenient and to achieve economic superiorities and properties advances, this paper proposed a new flexural capacity calculation approach considering joint interface displacements influences and properties improvement by confinement steels.
The calculated capacities of example precast shear wall are 553.8 kN, 501.0 kN, and 536.4 kN when only considering confinement improvement, interface slip reduction, and both the improvement and reduction, respectively.
By comparing the calculated results with the experimental tested results of 589.4 kN, the accuracy and reasonability of this new calculation approach were verified.
Afterward, some requirements on application conditions of this new calculation approach were suggested depending on different precast structure type and seismic area.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Wu, Dong-yue& Liang, Shu-ting& Guo, Zheng-xing& Zhu, Xiao-jun. 2015. Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements. Advances in Materials Science and Engineering،Vol. 2015, no. 2015, pp.1-11.
https://search.emarefa.net/detail/BIM-1053062
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Wu, Dong-yue…[et al.]. Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements. Advances in Materials Science and Engineering No. 2015 (2015), pp.1-11.
https://search.emarefa.net/detail/BIM-1053062
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Wu, Dong-yue& Liang, Shu-ting& Guo, Zheng-xing& Zhu, Xiao-jun. Flexural Capacity Calculation Approach for Precast Grouted Shear Wall Influenced by Joint Interface Displacements. Advances in Materials Science and Engineering. 2015. Vol. 2015, no. 2015, pp.1-11.
https://search.emarefa.net/detail/BIM-1053062
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1053062
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