کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
6739916 | 504322 | 2016 | 15 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
Design of CFST column-to-foundation/cap beam connections for moderate and high seismic regions
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
علوم زمین و سیارات
مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: Design of CFST column-to-foundation/cap beam connections for moderate and high seismic regions Design of CFST column-to-foundation/cap beam connections for moderate and high seismic regions](/preview/png/6739916.png)
چکیده انگلیسی
Seismic design of new bridges requires strength, stiffness and stable inelastic cyclic deformation capacity. In addition, rapid construction and rapid return to service after an earthquake are desired. Recent research demonstrates that circular concrete filled steel tubes (CFSTs) satisfy these diverse requirements. CFSTs are composite elements consisting of steel tubes with concrete infill. CFST columns offer larger strength and stiffness than conventional reinforced concrete bridge piers. Under seismic loading, CFSTs undergo reversed cyclic loading, and robust connections capable of sustaining cyclic lateral load demands, while minimizing damage and degradation, are required. This research project investigates foundation and cap-beam connections for these bridge applications. Several connections have been investigated, but the embedded ring CFST connection is the focus of this work. This connection develops the full strength, stiffness and ductility of the CFST bridge pier. The connection permits accelerated bridge construction and it sustains minimal damage during large inelastic deformations during earthquake loading. Results from the experiments were used to develop practical design expressions, which are presented here, and a design example is included to facilitate the implementation of the research results into practice.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 122, 1 September 2016, Pages 323-337
Journal: Engineering Structures - Volume 122, 1 September 2016, Pages 323-337
نویسندگان
Max T. Stephens, Dawn E. Lehman, Charles W. Roeder,