Acknowledgement
Supported by : University of Naples
References
- American Architectural Manufacturers association (AAMA) (2001), Recommended Dynamic Test Method for Determining the Seismic Drift Causing Glass Fallout from a Wall System, AAMA 501.6-01.
- Antolinc, D., Zarnic, R., Cepon, F., Rajcic, V. and Stepinac, M. (2012), "Laminated glass panels in combination with timber frame as a shear wall in earthquake resistant building design", Challenging Glass 3: Conference on Architectural and Structural Applications of Glass, CGC 2012, 623-631.
- Antolinc, D., Zarni, R., Stepinac, M., Rajcic, V., Krstevska, L. and Tashkov, L. (2013), "Simulation of earthquake load imposed on timber-glass composite shear wall panel", Proceedings COST Action TU0905 Mid-Term Conference on Structural Glass, 245-252.
- Antolinc, D., Rajcic, V. and Zarnic, R. (2014), "Analysis of hysteretic response of glass infilled wooden frames", J. Civil Eng. Manage., 20(4), 600-608. https://doi.org/10.3846/13923730.2014.899265
- ASCE (2013), Minimum design loads for buildings and other structures, ASCE 7-10, Reston, VA.
- Baird, A., Palermo, A. and Pampanin, S. (2011), "Facade damage assessment of multi-storey buildings in the 2011 Christchurch earthquake", Bull. N.Z. Soc. Earthq. Eng., 44(4), 368-376.
- Bedon, C. and Amadio, C. (2016), "A unified approach for the shear buckling design of structural glass walls with non-ideal restraints", Am. J. Eng. Appl. Sci., 9(1), 64-78 https://doi.org/10.3844/ajeassp.2016.64.78
- Behr, R.A., Minor, J.E. and Norville, H.S. (1993), "Structural behavior of architectural laminated glass", J. Struct. Eng., 119(1), 202-222. https://doi.org/10.1061/(ASCE)0733-9445(1993)119:1(202)
- Behr, R.A., Belarbi, A. and Brown, A.T. (1995a), "Seismic performance of architectural glass in a storefront wall system", Earthq. Spectra, 11(3), 367-391. https://doi.org/10.1193/1.1585819
- Behr, R.A., Belarbi, A. and Culp, J.H. (1995b), "Dynamic racking tests of curtain wall glass elements with in-plane and out-ofplane motions", Earthq. Eng. Struct. Dyn., 24(1), 1-14. https://doi.org/10.1002/eqe.4290240102
- Behr, R.A. (1998), "Seismic performance of architectural glass in mid-rise curtain wall", J. Arch. Eng., 4(3), 94-98. https://doi.org/10.1061/(ASCE)1076-0431(1998)4:3(94)
- Bouwkamp, J. G. and Meehan, J. F. (1960), "Drift limitations imposed by glass", Proceedings of the Second World Conference on Earthquake Engineering, Tokyo, Japan.
- Bouwkamp, J.G. (1961) "Behavior of window panels under inplane forces", Bull. Seismol. Soc. Am., 51(1), 85-109.
- Brueggeman, J.L., Behr, R.A., Wulfert, H., Memari, A.M. and Kremer, P.A. (2000), "Dynamic racking performance of an earthquake-isolated curtain wall system", Earthq. spectra, 16(4), 735-756. https://doi.org/10.1193/1.1586137
- Carre, H. and Daudeville, L. (1999), "Load-bearing capacity of tempered structural glass", J. Eng. Mech., 125(8), 914-921. https://doi.org/10.1061/(ASCE)0733-9399(1999)125:8(914)
- European Standard (2003), Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings, EN 1998-1, Brusselles, Belgium.
- Evans, D., Kennett, E., Holmes, W.T. and Ramirez, F.J.L. (1988), "Glass damage in the September 19, 1985 Mexico City earthquake", Steven Winter Associates.
- FEMA 450 (2003), Recommended provisions for seismic regulations for new buildings and other structures, FEMA.
- Filiatrault, A., Christopoulos, C. and Stearns, C. (2002), "Guidelines, specifications, and seismic performance characterization of nonstructural building components and equipment", Pacific Earthquake Engineering Research Center.
- Hosseini, M. (2005), "Behavior of nonstructural elements in the 2003 Bam, Iran, earthquake", Earthq. Spectra, 21(S1), 439-453. https://doi.org/10.1193/1.2098829
- Hutchinson, T.C., Zhang, J. and Eva, C. (2011), "Development of a drift protocol for seismic performance evaluation considering a damage index concept", Earthq. Spectra, 27(4), 1049-1076. https://doi.org/10.1193/1.3652707
- Huveners, E. M. P., van Herwijnen, F., Soetens, F. and Hofmeyer, H. (2007), "Glass panes acting as shear wall", Heron-English Edition, 52(1-2), 5.
- JASS 14 (1996), Japanese Architectural Standard Specification Curtain Wall, AIJ, Architectural Institute of Japan.
- Lim, K.Y.S. and King, A.B. (1991), "The behavior of external glazing systems under seismic in-plane racking", Building Research Association of New Zealand, BRANZ.
- Memari, A.M., Behr, R.A. and Kremer, P.A. (2000), "Toward development of a predictive model for drift limits in architectural glass under seismic loadings", Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand.
- Memari, A.M., Behr, R.A. and Kremer, P.A. (2004), "Dynamic racking crescendo tests on architectural glass fitted with anchored pet film", J. Arch. Eng., 10(1), 5-14. https://doi.org/10.1061/(ASCE)1076-0431(2004)10:1(5)
- Memari, A.M., Kremer, P.A. and Behr, R.A. (2006), "Architectural glass panels with rounded corners to mitigate earthquake damage", Earthq. spectra, 22(1), 129-150. https://doi.org/10.1193/1.2164875
- Memari, A.M. and Shirazi, A. (2004), "Development of a seismic rating system for architectural glass in existing curtain walls, storefront and windows", Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada.
- Memari, A.M., Shirazi, A. and Kremer, P.A. (2007), "Static finite element analysis of architectural glass curtain walls under inplane loads and corresponding full-scale test", Struct. Eng. Mech., 25(4), 365-382. https://doi.org/10.12989/sem.2007.25.4.365
- Memari, A.M., Shirazi, A., Kremer, P.A. and Behr, R.A. (2011), "Development of finite-element modeling approach for lateral load analysis of dry-glazed curtain walls", J. Arch. Eng., 17(1), 24-33. https://doi.org/10.1061/(ASCE)AE.1943-5568.0000027
- O'Brien Jr, W.C., Memari, A.M., Kremer, P.A. and Behr, R.A. (2012), "Fragility Curves for Architectural Glass in Stick-Built Glazing Systems", Earthq. Spectra, 28(2), 639-665. https://doi.org/10.1193/1.4000011
- Pantelides, C.P. and Behr, R.A. (1994), "Dynamic in-plane racking tests of curtain wall glass elements", Earthq. Eng. Struct. Dyn., 23(2), 211-228. https://doi.org/10.1002/eqe.4290230208
- Pantelides, C.P., Truman, K.Z., Behr, R.A. and Belarbi, A. (1996), "Development of a loading history for seismic testing of architectural glass in a shop-front wall system", Eng. Struct., 18(12), 917-935. https://doi.org/10.1016/0141-0296(95)00224-3
- SAP2000, release 17 (2014), Static and Dynamic Finite Element Analysis of Structures, Computers and Structures Inc., Berkeley, CA, USA.
- Sivanerupan, S., Wilson, J.L., Gad, E.F. and Lam, N.T.K. (2009), "Seismic Assessment of Glazed Facade Systems", Proceedings of the Annual Technical Conference of the Australian Earthquake Engineering Society, Newcastle, Australia.
- Sucuoǧlu, H. and Vallabhan, C.G. (1997), "Behaviour of window glass panels during earthquakes", Eng. Struct., 19(8), 685-694. https://doi.org/10.1016/S0141-0296(96)00130-7
- Thurston, S.J. and King, A.B. (1992), "Two-directional cyclic racking of corner curtain wall glazing", Building Research Association of New Zealand, BRANZ.
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