Investigation of wind load on 1,000 m‐high super‐tall buildings based on HFFB tests

E-ISSN： 1545-2263|25|2|stc.2068-stc.2068

ISSN： 1545-2255

Source： STRUCTURAL CONTROL AND HEALTH MONITORING (ELECTRONIC), Vol.25, Iss.2, 2018-02, pp. : n/a-n/a

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Deformation of compensated piled raft foundations with deep embedment in super‐tall buildings of Shanghai

THE STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS (ELECTRONIC), Vol. 24, Iss. 7, 2015-05 ,pp. : 521-536

John Wiley & Sons Inc

Access to resources Recommend Favorite

Probability model and solution on earthquake effects combination in along wind resistant design of tall-flexible buildings

By Hong Xiao-jian Gu Ming

Applied Mathematics and Mechanics, Vol. 27, Iss. 5, 2006-05 ,pp. : 627-636

Springer Publishing Company

Access to resources Recommend Favorite

Using computational fluid dynamics to improve the drag coefficient estimates for tall buildings under wind loading

THE STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS (ELECTRONIC), Vol. 27, Iss. 3, 2018-02 ,pp. : n/a-n/a

John Wiley & Sons Inc

Access to resources Recommend Favorite

A review of the diagrid structural system for tall buildings

THE STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS (ELECTRONIC), Vol. 27, Iss. 4, 2018-03 ,pp. : n/a-n/a

John Wiley & Sons Inc

Access to resources Recommend Favorite

Sliding wear tests of stainless steel couples in water at high temperature, high sliding speed and high load

By Saito N. Hemmi Y. Arima T. Oishi M. Hosokawa M.

Wear, Vol. 201, Iss. 1, 1996-12 ,pp. : 145-154

Elsevier

Access to resources Recommend Favorite