CONTENTS
Volume 31, Number 6, 2020
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Wind loads and wind-resistant behaviour of large cylindrical tanks in square-arrangement group. Part 1: Wind tunnel test
Qing Liu, Yang Zhao, Shuqi Cai and Shilin Dong
pages 483-493.
DOI: 10.12989/was.2020.31.6.483
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Wind loads and wind-resistant behaviour of large cylindrical tanks in squarearrangement group. Part 2: CFD simulation and finite element analysis
Qing Liu, Yang Zhao, Shuqi Cai and Shilin Dong
pages 495-508.
DOI: 10.12989/was.2020.31.6.495
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Stability behavior of the transmission line system under incremental dynamic wind load
Hadi Sarmasti, Karim Abedi and Mohammad Reza Chenaghlou
pages 509-522.
DOI: 10.12989/was.2020.31.6.509
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Combination coefficient of ESWLs of a high-rise building with an elliptical cross-section
Qinhua Wang, Shuzhi Yu, Chiujen Ku and Ankit Garg
pages 523-532.
DOI: 10.12989/was.2020.31.6.523
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Fluid-structure interaction of a tensile fabric structure subjected to different wind speeds
Jesús G. Valdés-Vázquez, Adrián D. García-Soto, Alejandro Hernández-Martínez and José L. Nava
pages 533-548.
DOI: 10.12989/was.2020.31.6.533
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Linear prediction and z-transform based CDF-mapping simulation algorithm of multivariate non-Gaussian fluctuating wind pressure
Lei Jiang, Chunxiang Li and Jinhua Li
pages 549-560.
DOI: 10.12989/was.2020.31.6.549
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Nonparametric modeling of self-excited forces based on relations between flutter derivatives
Mitja Papinutti, Matjaz Cetina, Bostjan Brank, Qyvind W. Petersen and Ole Qiseth
pages 561-573.
DOI: 10.12989/was.2020.31.6.561
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Comparative assessment of ASCE 7-16 and KBC 2016 for determination of design wind loads for tall buildings
Hamidreza Alinejad, Seung Yong Jeong and Thomas H.-K. Kang
pages 575-591.
DOI: 10.12989/was.2020.31.6.575