Vibration Analysis for Monitoring of Ancient Tie-Rods

المؤلفون المشاركون

Collini, Luca
Garziera, Rinaldo
Riabova, Kseniia

المصدر

Shock and Vibration

العدد

المجلد 2017، العدد 2017 (31 ديسمبر/كانون الأول 2017)، ص ص. 1-11، 11ص.

الناشر

Hindawi Publishing Corporation

تاريخ النشر

2017-08-20

دولة النشر

مصر

عدد الصفحات

11

التخصصات الرئيسية

هندسة مدنية

الملخص EN

This paper presents an application of vibration analysis to the monitoring of tie-rods.

An algorithm for the axial load estimation based on experimentally measured natural frequencies is introduced and its application to a case study is reported.

The proposed model of a tie-rod incorporates elastic bed-type boundary conditions that represent the contact between stonework and the tie-rod.

The weighed differences between experimentally and numerically determined frequencies are minimized with respect to the parameters of the model, the main being the axial load and the stiffness at the tie-rod/wall interface.

Thus, the multidimensional optimization problem is solved.

Results are analysed in comparison to a model with simple fixed-end boundary conditions.

In addition, the analytical formulation of the problem is delivered.

نمط استشهاد جمعية علماء النفس الأمريكية (APA)

Collini, Luca& Garziera, Rinaldo& Riabova, Kseniia. 2017. Vibration Analysis for Monitoring of Ancient Tie-Rods. Shock and Vibration،Vol. 2017, no. 2017, pp.1-11.
https://search.emarefa.net/detail/BIM-1204991

نمط استشهاد الجمعية الأمريكية للغات الحديثة (MLA)

Collini, Luca…[et al.]. Vibration Analysis for Monitoring of Ancient Tie-Rods. Shock and Vibration No. 2017 (2017), pp.1-11.
https://search.emarefa.net/detail/BIM-1204991

نمط استشهاد الجمعية الطبية الأمريكية (AMA)

Collini, Luca& Garziera, Rinaldo& Riabova, Kseniia. Vibration Analysis for Monitoring of Ancient Tie-Rods. Shock and Vibration. 2017. Vol. 2017, no. 2017, pp.1-11.
https://search.emarefa.net/detail/BIM-1204991

نوع البيانات

مقالات

لغة النص

الإنجليزية

الملاحظات

Includes bibliographical references

رقم السجل

BIM-1204991