Wyniki badań sejsmicznych systemu mocowania szkła dekoracyjnego do ścian

• Autorzy: Gulnick Jim
• Języki publikacji: PL

Słowa kluczowe

PL

badanie sejsmiczne; system mocowania; szkło dekoracyjne; ściana; element niekonstrukcyjny; metoda elementów skończonych; MES; fasada

• Wydawca: Grupa Wydawnicza Euro-Media
• Czasopismo: Świat Szkła
• Rocznik: 2023
• Tom: R. 28, nr 7-8
• Strony: 38--43
• Opis fizyczny: Bibliogr. 14 poz., il.

Twórcy

autor

Gulnick Jim

• McGrory Glass, Inc.

Bibliografia

• [1] Lorant, G., FAIA. (2016, October 11). Seismic Design Principles. Retrieved April 25, 2019, from https://www.wbdg.org/resources/seismic-designprinciples
• [2] Performance of non-structural systems. (n.d.). Retrieved April 25, 2019, from http://www.seismicresilience.org.nz/topics/non-structuralsystems/performance-of-non-structural-systems/
• [3] Arnold, C., FAIA, RIBA. (2016, October 11). Seismic Safety of the Building Envelope. Retrieved April 25, 2019, from https://www.wbdg.org/resources/seismic-safety-building-envelope
• [4] Briefing Paper 5 Seismic Response of Nonstructural Components. (n.d.). Retrieved April 25, 2019, from https://www.atcouncil.org/pdfs/bp5a.pdf
• [5] The Seismic Behaviour of Curtain Walls: An Analysis Based ... (n.d.). Retrieved April 25, 2019, from https://www.degruyter.com/downloadpdf/j/mmce.2013.9.issue-4/mmce-2013-0013/mmce-2013-0013.xml
• [6] The Importance of Building Codes in Earthquake-Prone ... (n.d.). Retrieved April 25, 2019, from https://www.fema.gov/media-library-data/1410554614185-e0da148255b25cd17a5510a80b0d9f48/Building CodeFact Sheet Revised August 2014.pdf
• [7] Curtain Wall Testing. (n.d.). Retrieved April 26, 2019, from http://www.intertek.com/building/curtainwall-testing/
• [8] Dhanani, S. L. (2013, April). Seismic Response of Non-Structural Elements - IJIET. Retrieved from http://ijiet.com/wp-content/uploads/2013/05/37.pdf
• [9] Thompson, K. D. “Earthquake Risk Reduction in Buildings and Infrastructure Program”. NIST, 11 Mar. 2019, www.nist.gov/programs-projects/earthquakerisk-reduction-buildings-and-infrastructureprogram.
• [10] Memari, A. M., Shirazi, A., & Kremer, P. A. (2007). Static finite element analysis of architectural glass curtain walls under in-plane loads and corresponding full-scale test. Structural Engineering and Mechanics, 25(4), 365-382. https://doi.org/10.12989/sem.2007.25.4.365
• [11] Stelzer, I. “SentryGlas®-High-Performance Laminated Glass for Structural Efficient Glazing.” Structures & Architecture, 2010, pp. 91-92, doi:10.1201/b10428-41.
• [12] So, A., & Chan, S. “Stability and Strength Analysis of Glass Wall Systems Stiffened by Glass Fins.” Finite Elements in Analysis and Design, vol. 23, no. 1, 1996, pp. 57-75., doi:10.1016/0168-874x(95)00023-m.
• [13] Bennison, S., HX Qin, M. & Davies, P. (2008). High-performance laminated glass for structurally efficient glazing. Innovative Light-weight Structures and Sustainable Facades.
• [14] Pariafsai, Fatemeh. “A Review of Design Considerations in Glass Buildings.” Frontiers of Architectural Research, vol. 5, no. 2, 2016, pp. 171-193, doi:10.1016/j.foar.2016.01.006