By Roham Afghani Khoraskani
This booklet 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 may mitigate or maybe do away with the wear inflicted on those structures. The seismic habit of universal different types of architectural glazing structures are investigated and explanations of wear to every method, pointed out. moreover, counting on the geometrical and structural features, the last word horizontal load potential of glass curtain wall structures is outlined in keeping with the soundness of the glass elements. specific awareness is dedicated to the incorporation of complicated connection units among the constitution of the construction and the construction envelope process for you to reduce the wear and tear to glazed parts. An leading edge new connection equipment is brought that leads to a fragile and practical procedure 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
Krauthammer, T. (2005b). Cladding-structure interaction under impact loads. Journal of Structural Engineering, 131(8), 1178–1185. Starr, C. , & Krauthammer, T. (2005c). 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.
Their ﬁrst applications in the building sector dates back to 1969 when 10,000 visco-elastic dampers where used in late twin towers of the world trade center to help resist the wind loads followed by a number of similar adaptations to tall buildings against wind loads. Implementation of these systems for seismic purposes has a more recent origin since due to their frequency dependent behavior it requires a much more effective use of these mechanisms (Fig. 5). 6 shows a typical version of VE connections in which a visco-elastic layer in bounded between steel plates, shear deformation accompanied by energy dissipation occurs when structural drifts induce a relative deformation between the adjacent steel plates.
No. 20090199509. , & King, A. , (1991). The behavior of external glass systems under seismic in-plane racking, Building Research Association of New Zealand (BRANZ) Study Report, 39. Memari, A. , Kremer, P. , & 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.