Wind and Structures

CONTENTS

Volume 12, Number 5, 2009

• Monitoring of tall slender structures by GPS measurements

  Tadeusz Chmielewski, Peter Breuer, Piotr Gorski and Eduard Konopka

  Abstract | Full Text (3K)

  pages 401-412.

  DOI: 10.12989/was.2009.12.5.401

• Effects of frequency ratio on bridge aerodynamics determined by free-decay sectional model tests

  X.R. Qin, K.C.S. Kwok, C.H. Fok and P.A. Hitchcock

  Abstract | Full Text (2K)

  pages 413-424.

  DOI: 10.12989/was.2009.12.5.413

• On the member reliability of wind force-resisting steel frames designed by EN and ASCE rules of load combinations

  Antanas Kudzys and Algirdas Kudzys

  Abstract | Full Text (1K)

  pages 425-439.

  DOI: 10.12989/was.2009.12.5.425

• Spanwise coherent structure of wind turbulence and induced pressure on rectangular cylinders

  Thai-Hoa Le, Masaru Matsumoto and Hiromichi Shirato

  Abstract | Full Text (10K)

  pages 441-455.

  DOI: 10.12989/was.2009.12.5.441

• Fundamental restrictions for the closed-loop control of wind-loaded, slender bridges

  Arno Kirch and Udo Peil

  Abstract | Full Text (2K)

  pages 457-474.

  DOI: 10.12989/was.2009.12.5.457

• Wind stability of a structurally non-symmetric suspension bridge under erection

  Xin-Jun Zhang

  Abstract | Full Text (1K)

  pages 475-478.

  DOI: 10.12989/was.2009.12.5.475