کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6737125 | 1429060 | 2018 | 13 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction
ترجمه فارسی عنوان
پاسخ مونوتونی و چرخه ای اتصالات پیچ و مهره با ورق پوشش جوش برای ساخت فولاد مدولار
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کلمات کلیدی
ساخت فولاد مدولار، اتصال نوآورانه معماری دلپذیر، بخش ساختاری توخالی، رفتار استاتیک، رفتار لرزه ای،
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
چکیده انگلیسی
Attributable to the superiority in construction speed and quality, modular steel constructions (MSCs) have been increasingly used for mid-to-high rise buildings with repetitive units. An architecturally pleasing bolted connection with welded cover plate was proposed in this paper to settle the current research limit. Tests on seven full-scaled tee-shape connections made of hollow structural section (HSS) members were conducted under monotonic and cyclic load. The results indicated that all the specimens under monotonic load were capable of developing the full plastic strength of the twin-beams. The twin-beams were found to have individual bending behavior. The current seismic design code GB 50011-2010 and AISC 341-10 were used to evaluate the seismic performance and verify the applicability for seismic design of the proposed connection, demonstrating the satisfactory deformation capacity and ductility. Furthermore, EC3 Part 1-8 was adopted to evaluate the stiffness characteristic of the proposed connection, indicating that the proposed connection can be classified as “semi-rigid” connection. In addition, the design consideration was recommended to predict the bending capacity of the proposed connection. The presented research work will provide useful references for expanding the application of MSCs.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 167, 15 July 2018, Pages 407-419
Journal: Engineering Structures - Volume 167, 15 July 2018, Pages 407-419
نویسندگان
En-Feng Deng, Liang Zong, Yang Ding, Xiao-Meng Dai, Ni Lou, Yang Chen,