CONTENTS
Volume 17, Number 3, 2016
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Preface
.
pages i-ii.
DOI: 10.12989/sss.2016.17.3.00i
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Mode identifiability of a cable-stayed bridge under different excitation conditions assessed with an improved algorithm based on stochastic subspace identification
Wen-Hwa Wu, Sheng-Wei Wang, Chien-Chou Chen and Gwolong Lai
pages 363-389.
DOI: 10.12989/sss.2016.17.3.363
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Mode identifiability of a multi-span cable-stayed bridge utilizing stabilization diagram and singular values
Y. Goi and C.W. Kim
pages 391-411.
DOI: 10.12989/sss.2016.17.3.391
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Modal identifiability of a cable-stayed bridge using proper orthogonal decomposition
M. Li and Y.Q. Ni
pages 413-429.
DOI: 10.12989/sss.2016.17.3.413
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Automated identification of the modal parameters of a cable-stayed bridge: Influence of the wind conditions
Filipe Magalhães and Álvaro Cunha
pages 431-444.
DOI: 10.12989/sss.2016.17.3.431
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Investigation of modal identification and modal identifiability of a cable-stayed bridge with Bayesian framework
Sin-Chi Kuok and Ka-Veng Yuen
pages 445-470.
DOI: 10.12989/sss.2016.17.3.445
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Mode identifiability of a cable-stayed bridge based on a Bayesian method
Feng-Liang Zhang, Yi-Qing Ni and Yan-Chun Ni
pages 471-489.
DOI: 10.12989/sss.2016.17.3.471
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Wind and traffic-induced variation of dynamic characteristics of a cable-stayed bridge – benchmark study
Jae-Hyung Park, Thanh-Canh Huynh, Kwang-Suk Lee and Jeong-Tae Kim
pages 491-522.
DOI: 10.12989/sss.2016.17.3.491
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Optimal reduction from an initial sensor deployment along the deck of a cable-stayed bridge
F. Casciati, S. Casciati, L. Elia and L. Faravelli
pages 523-539.
DOI: 10.12989/sss.2016.17.3.523