Roham Afghani Khoraskani's Advanced Connection Systems for Architectural Glazing PDF

By Roham Afghani Khoraskani

ISBN-10: 3319129961

ISBN-13: 9783319129969

ISBN-10: 331912997X

ISBN-13: 9783319129976

This publication offers the findings of a close learn to discover the habit of architectural glazing platforms in the course of and after an earthquake and to improve layout proposals that might mitigate or perhaps put off the wear and tear inflicted on those platforms. The seismic habit of universal sorts of architectural glazing platforms are investigated and reasons of wear to every approach, pointed out. additionally, counting on the geometrical and structural features, the final word horizontal load ability of glass curtain wall platforms is outlined in keeping with the steadiness of the glass parts. distinct cognizance is dedicated to the incorporation of complicated connection units among the constitution of the development and the development envelope method with a purpose to reduce the wear to glazed elements. An leading edge new connection equipment is brought that ends up in a fragile and sensible procedure simply included into diversified architectural glazing platforms, together with these difficult greatest transparency.

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Extra resources for Advanced Connection Systems for Architectural Glazing

Sample text

5. 863 Another approach for analytically demonstrating the effect of the applied forces over structural glazing glass panels is to investigate the case where a slightest rotation occurs in the panel due to lateral drifts in the structure, and in this case the glass pane encounters a diagonal pressure imposed over two of its opposing corners as in Fig. 7. Here it can be shown that the stress state resulting in a plate from such assumption is very much similar to the case of glass pane subjected to distributed shear but with free edge conditions (Fig.

Cladding-structure interaction under impact loads. Journal of Structural Engineering, 131(8), 1178–1185. Thiel, C. , Bertero, V. , & McCann, R. (1986). Seismic energy absorbing cladding system: A feasibility study. In Proceedings, ATC-17 Workshop and Seminar on Base Isolation and Passive Energy Dissipation, ATC, San Francisco, CA, pp. 251–260. Wang, M. L. (1987). Cladding performance on a full-scale test frame. Earthquake Spectra, EERI, 3(1), 119–173. Wulfert, H. (2003). Earthquake-immune curtain wall system.

Considering the large dimensions of glass panels compared with thickness, the most probable failure mode of a glass panel subjected to shear force along its edges is shear buckling. Fig. 3 Unitized and Panelized Systems 39 Having the governing differential equation of plates as below:   @4w @4w @4w 1 @2w @2w @2w q þ Nx 2 þ 2Nxy þ Ny 2 þ2 2 2þ 4 ¼ @x4 @x @y @y D @x @x@y @y 3 Et D¼ 12ð1 À v2 Þ ð4:5Þ where: w is the out-of-plane deflection, q is the out-of-plane pressure acting on the plate, t is the thickness of the panel, E and ν are respectively the modulus of elasticity and Poisson ratio.

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Advanced Connection Systems for Architectural Glazing by Roham Afghani Khoraskani

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