Discussion on full-scale internal pressure measurements


Autoria(s): Wood, Graeme S.; Mason, Matthew
Data(s)

2004

Resumo

The wind loading on most structural elements is made up of both an external and internal pressure. Internal pressures are also important for the design of naturally ventilated buildings. The internal pressure is the interaction between the external pressure propagating through the building envelope and any internal plant causing building pressurization. Although the external pressure field can be well defined through a series of wind tunnel tests, modeling complexities makes accurate prediction of the internal pressure difficult. For commercial testing for the determination of design cladding pressures, an internal pressure coefficient is generally assumed from wind loading standards. Several theories regarding the propagation of internal pressures through single and multiple dominant openings have been proposed for small and large flexible buildings (Harris (1990), Holmes, (1979), Liu & Saathoff (1981 ), Vickery (1986, 1994), Vickery & Bloxham (1992), Vickery & Georgiou (1991))...

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/73665/

Relação

http://eprints.qut.edu.au/73665/1/Wood%26Mason_2004b.pdf

http://spfind.ust.hk/spfind/Search/Results?lookfor=%22Proceedings%20of%2011th%20Australasian%20Wind%20Engineering%20Society%20Workshop%2C%20Darwin%22&type=jtitle

Wood, Graeme S. & Mason, Matthew (2004) Discussion on full-scale internal pressure measurements. In 11th Australasian Wind Engineerng Society Workshop, 2004, Darwin, NT.

Direitos

Copyright 2004 [please consult the author]

Fonte

School of Civil Engineering & Built Environment; Institute for Future Environments; Science & Engineering Faculty

Palavras-Chave #090506 Structural Engineering #091504 Fluidisation and Fluid Mechanics #internal pressure #wind engineering
Tipo

Conference Paper