Seismic Behavior of Large-Span Open-Web Floors Consisting of I-Shaped Steel Chords and Steel Tube Webs
المؤلفون المشاركون
Hu, Song
Zhou, Li
Huang, Yong
Zhang, Chenyun
Chen, Bo
المصدر
العدد
المجلد 2020، العدد 2020 (31 ديسمبر/كانون الأول 2020)، ص ص. 1-14، 14ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2020-10-21
دولة النشر
مصر
عدد الصفحات
14
التخصصات الرئيسية
الملخص EN
A composite large-span open-web floor (COF) system is introduced in this paper, which is composed of I-shaped steel chords, steel tube webs, and concrete slabs.
One COF specimen was fabricated and tested under cyclic loadings.
The failure process and hysteretic curve of the specimen were discussed in detail.
Moreover, a finite element (FE) model was developed and verified by experimental results.
A parametric study was performed to examine the effects of the concrete strength, steel strength, section steel thickness, and structural height.
The parametric study demonstrates that the effects of the steel strength, section steel thickness, and structural height on the load-displacement hysteretic curve are proved to be significant.
As for the bearing capacity and stiffness degradation of the COF system, the influence of the steel strength and section steel thickness is stronger than that of the concrete strength and structural height.
Additionally, it is also found that the influence of the steel strength and section steel thickness on the energy dissipation is remarkable; the energy dissipation ability of the structure decreased with increasing the steel strength and increased with increasing the thickness of section steels.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zhou, Li& Huang, Yong& Chen, Bo& Hu, Song& Zhang, Chenyun. 2020. Seismic Behavior of Large-Span Open-Web Floors Consisting of I-Shaped Steel Chords and Steel Tube Webs. Advances in Civil Engineering،Vol. 2020, no. 2020, pp.1-14.
https://search.emarefa.net/detail/BIM-1124789
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zhou, Li…[et al.]. Seismic Behavior of Large-Span Open-Web Floors Consisting of I-Shaped Steel Chords and Steel Tube Webs. Advances in Civil Engineering No. 2020 (2020), pp.1-14.
https://search.emarefa.net/detail/BIM-1124789
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zhou, Li& Huang, Yong& Chen, Bo& Hu, Song& Zhang, Chenyun. Seismic Behavior of Large-Span Open-Web Floors Consisting of I-Shaped Steel Chords and Steel Tube Webs. Advances in Civil Engineering. 2020. Vol. 2020, no. 2020, pp.1-14.
https://search.emarefa.net/detail/BIM-1124789
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1124789
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