By Roham Afghani Khoraskani
This publication provides the findings of a close learn to discover the habit of architectural glazing structures in the course of and after an earthquake and to strengthen layout proposals that would mitigate or perhaps do away with the wear inflicted on those structures. The seismic habit of universal forms of architectural glazing platforms are investigated and reasons of wear and tear to every procedure, pointed out. in addition, counting on the geometrical and structural features, the final word horizontal load potential of glass curtain wall structures is outlined in response to the soundness of the glass parts. certain recognition is dedicated to the incorporation of complicated connection units among the constitution of the development and the development envelope method so as to reduce the wear and tear to glazed elements. An cutting edge new connection equipment is brought that leads to a fragile and practical process simply included into assorted architectural glazing platforms, together with these challenging greatest transparency.
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Additional resources for Advanced Connection Systems for Architectural Glazing
But since energy dissipating mechanisms can also be used as a means of controlling the forces resulting from displacements, they still have the potential for being used in light cladding systems in order to provide a desirable level of isolation. Due to their simplicity, both in terms of analytical study and practical use and high control over the forces that are transmitted, friction damping connectors are proposed in this research as suitable connecting devices between the glazed envelope and the structure of the building.
J. (1989). Glass damage in the 19 September 1985 Mexico earthquake. , & Craig, J. I. (1989a). Behavior of heavy cladding components. Earthquake Spectra, 5(1), 195–222. References 31 Goodno, B. , Craig, J. , & Zeevaert Wolff, A. (1989b). Behavior of architectural nonstructural components in the Mexico earthquake. Final progress report. Goodno, B. , Craig, J. , & Towashiraporn, P. (1998). Ductile Cladding Connection Systems for Seismic Design. Gaithersberg, MD: Building and Fire Research Laboratory, NIST.
Guo, Z. (2010). Influence of damages on static behavior of single-layer cable net supported glass curtain wall: Full-scale model test. Frontiers of Architecture and Civil Engineering in China, 4(3), 383–395. , & Vallabhan, C. V. G. (1997). Behaviour of window glass panels during earthquakes. Engineering Structures, 19(8), 685–694. Timoshenko, S. (1961). ). New York: McGraw-Hill. Young, W. C. (2002). ). New York, London: McGraw-Hill. Zarghamee, M. , Schwartz, T. , & Gladstone, M. (1996). Seismic behavior of structural silicone glazing.
Advanced Connection Systems for Architectural Glazing by Roham Afghani Khoraskani