By Roham Afghani Khoraskani
This booklet offers the findings of an in depth learn to discover the habit of architectural glazing platforms in the course of and after an earthquake and to improve layout proposals that may mitigate or perhaps get rid of the wear and tear inflicted on those platforms. The seismic habit of universal sorts of architectural glazing platforms are investigated and factors of wear to every approach, pointed out. moreover, looking on the geometrical and structural features, the final word horizontal load means of glass curtain wall platforms is outlined in keeping with the soundness of the glass elements. distinct awareness is dedicated to the incorporation of complex connection units among the constitution of the development and the development envelope process to be able to reduce the wear to glazed parts. An cutting edge new connection equipment is brought that leads to a fragile and sensible approach simply integrated into diversified architectural glazing platforms, together with these hard greatest transparency.
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The arm is connected with a pin and clevis to the cladding panel (shown in wireframe mode). The upper ﬁgure shows a horizontal application. Among the researches done by different groups on light-weight cladding systems and curtain wall systems, the following are briefly discussed below. As it was earlier indicated, most of these researches focus on the matter of clearance and isolation in curtain wall components, however there are a few that focus on improving the properties of mechanical resistance and avoiding crack formation in glass panels by geometrical considerations.
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. Report ASCE R88-1, Arch. Eng. Dept. School of Arch. And Envir’l Design, CA Polytechnic University, San Luis Obispo, CA.
Heng, H. (2004). Design of structural glass ﬁtting for seismic condition. Toowoomba, Australia. Henry, R. , & Roll, F. (1986). Cladding-frame interaction. , 112(4), 815–834. Hsu, C. , Calise, A. , Sweriduk, G. , Goodno, B. , & Craig, J. I. (1994). Building seismic response attenuation using robust control and architectural cladding. Proceedings of the American Control Conference (p. 1073). Lessons Learned from the 1985 Mexico Earthquake 1989. Lilli, D. (2009). System for ﬁxing panels, slabs, glass walls, etc.
Advanced Connection Systems for Architectural Glazing by Roham Afghani Khoraskani