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Download PDF by Roham Afghani Khoraskani: Advanced Connection Systems for Architectural Glazing

By Roham Afghani Khoraskani

ISBN-10: 3319129961

ISBN-13: 9783319129969

ISBN-10: 331912997X

ISBN-13: 9783319129976

This booklet provides 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 enhance layout proposals that would mitigate or perhaps dispose of the wear and tear inflicted on those structures. The seismic habit of universal forms of architectural glazing platforms are investigated and motives of wear to every process, pointed out. in addition, reckoning on the geometrical and structural features, the last word horizontal load means of glass curtain wall structures is outlined according to the soundness of the glass elements. designated awareness is dedicated to the incorporation of complicated connection units among the constitution of the development and the construction envelope process with the intention to reduce the wear to glazed elements. An leading edge new connection gadget is brought that leads to a fragile and sensible approach simply integrated into diverse architectural glazing structures, together with these not easy greatest transparency.

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Extra resources for Advanced Connection Systems for Architectural Glazing

Sample text

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. No. 6598359. Chapter 4 Seismic Behavior of Glass Curtain Walls Abstract As mentioned earlier, the basic cause of damage to the nonstructural elements of the building during an earthquake is deflections and displacements within the structural elements.

Design of architectural glazing to resist earthquakes. Journal of Architectural Engineering, 12(3), 122–128. Bradford, M. , & Azhari, M. (1995). Buckling of plates with different end conditions using the finite strip method. Computers & Structures, 56(1), 75–83. British Standards Institution (1996). Eurocode 8: Design provisions for earthquake resistance of structures. Pt. 1, General rules: Seismic actions and general requirements for structures. London: British Standards Institution. Building Research Association (1989).

1 Glass Pane Buckling for Structural Glazing Again considering the comparatively small values of glass thickness compared to its height and width, the theory of plates is used for analyzing the behavior of glass panes in structural glazing and, as well as most structural plate members subjected to in-plane loads, the case of buckling is the most probable form of failure. Thus we need to make sure that the imposed forces do not exceed the critical values for plate buckling. For such an analysis first we consider that the glass pane is connected at its four corners to the substructure.

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Advanced Connection Systems for Architectural Glazing by Roham Afghani Khoraskani


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