By Roham Afghani Khoraskani
This publication offers the findings of an in depth examine to discover the habit of architectural glazing platforms in the course of and after an earthquake and to increase layout proposals that would mitigate or maybe get rid of the wear and tear inflicted on those platforms. The seismic habit of universal varieties of architectural glazing platforms are investigated and motives of wear to every procedure, pointed out. additionally, reckoning on the geometrical and structural features, the final word horizontal load skill of glass curtain wall platforms is outlined in line with the soundness of the glass elements. special realization is dedicated to the incorporation of complex connection units among the constitution of the development and the development envelope procedure so one can reduce the wear to glazed parts. An cutting edge new connection gadget is brought that ends up in a fragile and sensible approach simply included into assorted architectural glazing structures, together with these not easy greatest transparency.
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Extra resources for Advanced Connection Systems for Architectural Glazing
Behr, R. A. (2002). Architectural glass panels with rounded corners to mitigate earthquake damage. Dept. of Architectural Engineering, Pennsylvania State University, University Park PA. Memari, A. , Behr, R. , & Kremer, P. A. (2003). Seismic Behavior of Curtain Walls Containing Insulating Glass Units. Journal of Architectural Engineering, 9(2), 70–85. Memari, A. , Kremer, P. , & Behr, R. A. (2006). Architectural glass panels with rounded corners to mitigate earthquake damage. Earthquake Spectra, 22(1), 129–150.
However based on the visco-elastic shear connections that are typically utilized for base isolation in bridge supports, some connection devices have also been introduced for the cladding systems. 58 5 Advanced Connectors Fig. 5 Visco-elastic shear connectors in WTC twin towers Fig.
Energy-based seismic design of ductile cladding systems. Journal of Structural Engineering, 121(3), 567–578. Pinelli, J. , Craig, J. , & Goodno, B. J. (1995). Energy-based seismic design of ductile cladding systems. Journal of Structural Engineering—ASCE, 121(3), 567–578. Pinelli, J. , Craig, J. , & Goodno, B. J. (1996). Testing of energy dissipating cladding connections. Earthquake Engineering and Structural Dynamics, 25(2), 129–147. Rihal, S. (1988a). Seismic Behavior and Design of Precasar Facades/Cladding and Connections in Low/Medium Rise Buildings.
Advanced Connection Systems for Architectural Glazing by Roham Afghani Khoraskani