By Roham Afghani Khoraskani
This ebook 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 advance layout proposals that might mitigate or maybe dispose of the wear and tear inflicted on those platforms. The seismic habit of universal sorts of architectural glazing platforms are investigated and motives of wear to every approach, pointed out. in addition, counting on the geometrical and structural features, the final word horizontal load capability of glass curtain wall platforms is outlined in response to the soundness of the glass parts. particular awareness is dedicated to the incorporation of complex connection units among the constitution of the construction and the development envelope process with the intention to reduce the wear and tear to glazed elements. An cutting edge new connection machine is brought that ends up in a fragile and useful method simply included into diversified architectural glazing platforms, together with these tough greatest transparency.
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Additional info for Advanced Connection Systems for Architectural Glazing
Goodno, B. J. (1995a). 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.
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. 1 Advanced Connectors Although advanced connectors that are used in cladding systems have considerable differences based on the systems they are used in, and the behavior which is expected from them, there are some primary functional conditions that they all face and some general characteristics which they all need to have.
Using the proper notation we can have: À Á p2 D p2 D Nxy cr ¼ k 2 ! scr ¼ k 2 ; b b t ð4:9aÞ 40 4 Seismic Behavior of Glass Curtain Walls where k is a constant depending on the ratio a/b = β and has to be numerically calculated in order to minimize Eqs. 9b). 3. The value of k for the case of simply supported plates subjected to shear force, can also be estimated with accuracy of more than 90 % with the below formulas; k ¼ 5:34 þ 4 ; ðh=bÞ ! 1 ðh=bÞ2 5:34 ; ðh=bÞ 1 k ¼4þ ðh=bÞ2 ð4:9bÞ It is now possible to determine the shear capacity of the glass panels and the forces that can be applied on them through the connection devices.