Design and Experimental Analysis of an Externally Prestressed Steel and Concrete Footbridge Equipped with Vibration Mitigation Devices-Reference-Cited by-同舟云学术

Design and Experimental Analysis of an Externally Prestressed Steel and Concrete Footbridge Equipped with Vibration Mitigation Devices

Published:2016-08 Issue:8 Volume:21 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dall’Asta Andrea¹,Ragni Laura²,Zona Alessandro³,Nardini Luca⁴,Salvatore Walter⁵

Affiliation:

1. Professor, School of Architecture and Design, Univ. of Camerino, Viale della Rimembranza, 63100 Ascoli Piceno, Italy.

2. Assistant Professor, Dept. of Civil Engineering, Buildings and Architecture, Marche Polytechnic Univ., Via Brecce Bianche, 60131 Ancona, Italy.

3. Associate Professor, School of Architecture and Design, Univ. of Camerino, Viale della Rimembranza, 63100 Ascoli Piceno, Italy (corresponding author).

4. Structural Engineer, Building and Telecommunications Direction, Univ. of Pisa, Lungarno Pacinotti 43–44, 56100 Pisa, Italy.

5. Associate Professor, Dept. of Civil and Industrial Engineering, Univ. of Pisa, Largo Lucio Lazzarino 1, 56122 Pisa, Italy.

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.1943-5592.0000842

Reference29 articles.

1. The modal assurance criterion–twenty years of use and abuse;Allemang R. J.;Sound Vib.,2003

2. Probabilistic Nonlinear Response Analysis of Steel-Concrete Composite Beams

3. Butz C. et al. (2008). “Advanced load models for synchronous pedestrian excitation and optimised design guidelines for steel foot bridges.” Final Rep. EUR 23318 EN RFCS Project SYNPEX RFSR-CT-2003-00019 European Commission Brussels Belgium.

4. Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 2: Implementation of tuned mass dampers

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