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Seismic Response of Long-Span Triple-Tower Suspension Bridge under Random Ground Motion
المؤلفون المشاركون
Li, Aiqun
Jiao, Chang-ke
Dong, Xin
Wu, Xiao-ping
Zhou, Guang-Dong
المصدر
Mathematical Problems in Engineering
العدد
المجلد 2017، العدد 2017 (31 ديسمبر/كانون الأول 2017)، ص ص. 1-16، 16ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2017-02-14
دولة النشر
مصر
عدد الصفحات
16
التخصصات الرئيسية
الملخص EN
Multitower suspension bridge is of different style compared to the traditional suspension bridge with two towers, and consequently the dissimilarity of static and dynamic behaviors is distinct.
As a special case of multitower suspension bridge, two long-span triple-tower suspension bridges have been constructed in China and the seismic random response of triple-tower suspension bridges is studied in this paper.
A nonlinear dynamic analysis finite element model is established in ABAQUS and the Python language is utilized to facilitate the preprocess and postprocess during the finite element analysis.
The procedure for random response calculation of structures based on the pseudoexcitation method is presented, with the initial equilibrium state of structure considered, which may be ignored for long-span bridges during calculating of stochastic response.
The stationary seismic random responses of triple-tower suspension bridge under uniform excitation in firm, medium, and soft soil conditions and under spatially varying excitation in soft soil are investigated.
The distribution of RMS of random responses of displacements and internal forces of the stiffening girder and towers is presented and discussed in detail.
Results show that spatially variable ground motions should be considered in the stochastic analysis of triple-tower suspension bridge.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Jiao, Chang-ke& Dong, Xin& Li, Aiqun& Zhou, Guang-Dong& Wu, Xiao-ping. 2017. Seismic Response of Long-Span Triple-Tower Suspension Bridge under Random Ground Motion. Mathematical Problems in Engineering،Vol. 2017, no. 2017, pp.1-16.
https://search.emarefa.net/detail/BIM-1190162
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Jiao, Chang-ke…[et al.]. Seismic Response of Long-Span Triple-Tower Suspension Bridge under Random Ground Motion. Mathematical Problems in Engineering No. 2017 (2017), pp.1-16.
https://search.emarefa.net/detail/BIM-1190162
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Jiao, Chang-ke& Dong, Xin& Li, Aiqun& Zhou, Guang-Dong& Wu, Xiao-ping. Seismic Response of Long-Span Triple-Tower Suspension Bridge under Random Ground Motion. Mathematical Problems in Engineering. 2017. Vol. 2017, no. 2017, pp.1-16.
https://search.emarefa.net/detail/BIM-1190162
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1190162
قاعدة معامل التأثير والاستشهادات المرجعية العربي "ارسيف Arcif"
أضخم قاعدة بيانات عربية للاستشهادات المرجعية للمجلات العلمية المحكمة الصادرة في العالم العربي
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