Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column
المؤلفون المشاركون
المصدر
Advances in Materials Science and Engineering
العدد
المجلد 2017، العدد 2017 (31 ديسمبر/كانون الأول 2017)، ص ص. 1-15، 15ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2017-05-25
دولة النشر
مصر
عدد الصفحات
15
الملخص EN
This paper proposes a slotting construction strategy to avoid shear behavior of multistory masonry buildings.
The aspect ratio of masonry piers increases via slotting between spandrels and piers, so that the limit state of piers under an earthquake may be altered from shear to rocking.
Rocking piers with a structural concrete column (SCC) form a self-centering earthquake-resistant system.
The in-plane lateral rocking behavior of masonry piers subjected to an axial force is predicted, and an experimental study is conducted on two full-scale masonry piers with an SCC, which consist of a slotting pier and an original pier.
Meanwhile, a comparison of the rocking modes of masonry piers with an SCC and without an SCC was conducted in the paper.
Experimental verification indicates that the slotting strategy achieves a change of failure modes from shear to rocking, and this resistant system with an SCC incorporates the self-centering and high energy dissipation properties.
For the slotting pier, a lateral story drift ratio of 2.5% and a high displacement ductility of approximately 9.7 are obtained in the test, although the lateral strength decreased by 22.3% after slotting.
The predicted lateral strength of the rocking pier with an SCC has a margin of error of 5.3%.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Niu, Lijun& Zhang, Wenfang. 2017. Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column. Advances in Materials Science and Engineering،Vol. 2017, no. 2017, pp.1-15.
https://search.emarefa.net/detail/BIM-1124446
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Niu, Lijun& Zhang, Wenfang. Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column. Advances in Materials Science and Engineering No. 2017 (2017), pp.1-15.
https://search.emarefa.net/detail/BIM-1124446
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Niu, Lijun& Zhang, Wenfang. Experimental Study on a Self-Centering Earthquake-Resistant Masonry Pier with a Structural Concrete Column. Advances in Materials Science and Engineering. 2017. Vol. 2017, no. 2017, pp.1-15.
https://search.emarefa.net/detail/BIM-1124446
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1124446
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