Soil–Bridge System Stiffness Identification through Field and Laboratory Measurements-Reference-Cited by-同舟云学术

Soil–Bridge System Stiffness Identification through Field and Laboratory Measurements

Published:2016-10 Issue:10 Volume:21 Page:04016062
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Sextos Anastasios¹,Faraonis Periklis²,Zabel Volkmar³,Wuttke Frank⁴,Arndt Tobias⁵,Panetsos Panagiotis⁶

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 54124 Thessaloniki, Greece Dept. of Civil Engineering, Univ. of Bristol, Bristol BS8 1TR, U.K. (corresponding author).

2. Ph.D. Student, Dept. of Civil Engineering, Aristotle Univ. of Thessaloniki, 54124 Thessaloniki, Greece.

3. Research Associate and Lecturer, Bauhaus-Univ. Weimar, Marienstrasse 15, 99421 Weimar, Germany.

4. Professor, Chair of Marine and Land Geomechanics and Geotechnics, Kiel Univ., Ludewig-Meyn St. 10, 24118 Kiel, Germany; formerly, Bauhaus-Univ. Weimar, Faculty Civil Engineering, Coudraystrasse 11C, 99423 Weimar, Germany.

5. Ph.D. Student, Bauhaus-Univ. Weimar, Coudraystrasse 11c, 99423 Weimar, Germany.

6. Head, Capital Maintenance Dept., Egnatia Odos S.A., 60km Thessaloniki-Thermi, 57001 Thermi, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000917

Reference36 articles.

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3. Andersen P. Brincker R. Peeters B. De Roeck G. Hermans L. and Kramer C. (1999). “Comparison of system identification methods using ambient bridge test data.” Proc. 17th Int. Modal Analysis Conf. SEM Bethel CT 1 1035–1041.

4. Comparative study of vibration-based parametric identification techniques for a three-dimensional frame structure

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