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Dynamic Analysis for Lateral Vibrations of Footbridges under Crowd Based on a Two-Degrees-of-Freedom Model
المؤلفون المشاركون
Zhen, Bin
Chang, Liang
Qi, Wenbang
المصدر
Mathematical Problems in Engineering
العدد
المجلد 2019، العدد 2019 (31 ديسمبر/كانون الأول 2019)، ص ص. 1-11، 11ص.
الناشر
Hindawi Publishing Corporation
تاريخ النشر
2019-02-18
دولة النشر
مصر
عدد الصفحات
11
التخصصات الرئيسية
الملخص EN
Nakamura’s model is widely used to describe lateral vibrations of a footbridge induced by crowd.
The predicted responses of Nakamura’s model were compared with measured data of T-bridge and M-bridge in Japan to demonstrate the validity.
However, the predicted responses based on Nakamura’s model almost always were stronger than measured data.
Considering that both T-bridge and M-bridge are cable-stayed bridges, it seems to be not precise enough to simplify a cable-stayed bridge as a single degree of freedom system in Nakamura’s model.
In this paper, we establish a two-degrees-of-freedom model to describe lateral vibrations of a cable-stayed bridge.
The cables have one degree, and the bridge deck has the other.
Additionally, in this model we introduce a time delay in interaction between the bridge and pedestrians.
By employing the center manifold theory, we find that a subcritical Hopf bifurcation occurs in the two-degrees-of-freedom model.
We theoretically and numerically illustrate that the cables and time delay have significant influence on the lateral vibration amplitude of a footbridge under crowd.
The appropriate increases of tension in the cables and time delay both can decrease the lateral vibration amplitude.
The analysis for the proposed two-degrees-of-freedom model shows that the predicted responses of Nakamura’s model can better agree with the measured date if we take the influence of cables and time delay into account.
نمط استشهاد جمعية علماء النفس الأمريكية (APA)
Zhen, Bin& Qi, Wenbang& Chang, Liang. 2019. Dynamic Analysis for Lateral Vibrations of Footbridges under Crowd Based on a Two-Degrees-of-Freedom Model. Mathematical Problems in Engineering،Vol. 2019, no. 2019, pp.1-11.
https://search.emarefa.net/detail/BIM-1197003
نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)
Zhen, Bin…[et al.]. Dynamic Analysis for Lateral Vibrations of Footbridges under Crowd Based on a Two-Degrees-of-Freedom Model. Mathematical Problems in Engineering No. 2019 (2019), pp.1-11.
https://search.emarefa.net/detail/BIM-1197003
نمط استشهاد الجمعية الطبية الأمريكية (AMA)
Zhen, Bin& Qi, Wenbang& Chang, Liang. Dynamic Analysis for Lateral Vibrations of Footbridges under Crowd Based on a Two-Degrees-of-Freedom Model. Mathematical Problems in Engineering. 2019. Vol. 2019, no. 2019, pp.1-11.
https://search.emarefa.net/detail/BIM-1197003
نوع البيانات
مقالات
لغة النص
الإنجليزية
الملاحظات
Includes bibliographical references
رقم السجل
BIM-1197003
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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