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141

TÃTULO: Damping estimation using free decays and ambient vibration tests Full Text
AUTORES: Filipe Magalhaes ; Alvaro Cunha ; Elsa Caetano ; Rune Brincker;
PUBLICAÇÃO: 2010, FONTE: MECHANICAL SYSTEMS AND SIGNAL PROCESSING, VOLUME: 24, NÚMERO: 5

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142

TÃTULO: Environmental Effects on Modal Variability of a Stress-Ribbon Footbridge under Operational Conditions
AUTORES: Wei Hua Hu; Cardoso, A; Magalhaes, F ; Elsa Caetano ; Cunha, A ;
PUBLICAÇÃO: 2010, FONTE: International Conference on Noise and Vibration Engineering (ISMA)/Conference of USD in PROCEEDINGS OF ISMA2010 - INTERNATIONAL CONFERENCE ON NOISE AND VIBRATION ENGINEERING INCLUDING USD2010

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143

TÃTULO: Evaluation of dynamic effects and fatigue assessment of a metallic railway bridge
AUTORES: Fernando Marques; Alvaro Cunha ; Antonio Augusto Fernandes ; Elsa Caetano ; Filipe Magalhaes ;
PUBLICAÇÃO: 2010, FONTE: STRUCTURE AND INFRASTRUCTURE ENGINEERING, VOLUME: 6, NÚMERO: 5

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144

TÃTULO: Experimental Vibration Analysis for Civil Engineering Structures
AUTORES: Alvaro Cunha ;
PUBLICAÇÃO: 2010, FONTE: STRUCTURE AND INFRASTRUCTURE ENGINEERING, VOLUME: 6, NÚMERO: 5

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145

TÃTULO: LabVIEW toolkits for output-only modal identification and long-term dynamic structural monitoring
AUTORES: Wei Hua Hu; Alvaro Cunha ; Elsa Caetano ; Filipe Magalhaes ; Carlos Moutinho ;
PUBLICAÇÃO: 2010, FONTE: STRUCTURE AND INFRASTRUCTURE ENGINEERING, VOLUME: 6, NÚMERO: 5

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146

TÃTULO: Measurement of concrete E-modulus evolution since casting: A novel method based on ambient vibration
AUTORES: Azenha, M ; Magalhaes, F ; Faria, R ; Cunha, A ;
PUBLICAÇÃO: 2010, FONTE: CEMENT AND CONCRETE RESEARCH, VOLUME: 40, NÚMERO: 7

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147

TÃTULO: New method for continuous monitoring of concrete E-modulus since casting
AUTORES: Azenha, M ; Magalhaes, F ; Faria, R ; Cunha, A ;
PUBLICAÇÃO: 2010, FONTE: 6th International Conference on Concrete under Severe Conditions-Environment and Loading, CONSEC'10 in Concrete under Severe Conditions: Environment and Loading - Proceedings of the 6th International Conference on Concrete under Severe Conditions, CONSEC'10, VOLUME: 2

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148