Seismic assessment and finite element modelling of glazed curtain walls |
Caterino, Nicola
(Department of Engineering, University of Naples "Parthenope")
Zoppo, Marta Del (Department of Engineering, University of Naples "Parthenope") Maddaloni, Giuseppe (Department of Engineering, University of Benevento "Sannio") Bonati, Antonio (Construction Technologies Institute, Italian National Research Council (CNR)) Cavanna, Giovanni (Construction Technologies Institute, Italian National Research Council (CNR)) Occhiuzzi, Antonio (Department of Engineering, University of Naples "Parthenope") |
1 | Bouwkamp, J. G. and Meehan, J. F. (1960), "Drift limitations imposed by glass", Proceedings of the Second World Conference on Earthquake Engineering, Tokyo, Japan. |
2 | Bouwkamp, J.G. (1961) "Behavior of window panels under inplane forces", Bull. Seismol. Soc. Am., 51(1), 85-109. |
3 | 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. DOI |
4 | Carre, H. and Daudeville, L. (1999), "Load-bearing capacity of tempered structural glass", J. Eng. Mech., 125(8), 914-921. DOI |
5 | 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. |
6 | 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. |
7 | 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. |
8 | Hosseini, M. (2005), "Behavior of nonstructural elements in the 2003 Bam, Iran, earthquake", Earthq. Spectra, 21(S1), 439-453. DOI |
9 | FEMA 450 (2003), Recommended provisions for seismic regulations for new buildings and other structures, FEMA. |
10 | 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. |
11 | 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. DOI |
12 | 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. |
13 | 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. |
14 | 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. |
15 | 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. |
16 | 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. DOI |
17 | JASS 14 (1996), Japanese Architectural Standard Specification Curtain Wall, AIJ, Architectural Institute of Japan. |
18 | 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. |
19 | 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. |
20 | ASCE (2013), Minimum design loads for buildings and other structures, ASCE 7-10, Reston, VA. |
21 | 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 DOI |
22 | Behr, R.A., Minor, J.E. and Norville, H.S. (1993), "Structural behavior of architectural laminated glass", J. Struct. Eng., 119(1), 202-222. DOI |
23 | 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. DOI |
24 | 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. DOI |
25 | Behr, R.A. (1998), "Seismic performance of architectural glass in mid-rise curtain wall", J. Arch. Eng., 4(3), 94-98. DOI |
26 | 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. DOI |
27 | 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. DOI |
28 | 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. DOI |
29 | 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. |
30 | 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. DOI |
31 | 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. DOI |
32 | 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. DOI |
33 | Thurston, S.J. and King, A.B. (1992), "Two-directional cyclic racking of corner curtain wall glazing", Building Research Association of New Zealand, BRANZ. |
34 | 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. DOI |
35 | SAP2000, release 17 (2014), Static and Dynamic Finite Element Analysis of Structures, Computers and Structures Inc., Berkeley, CA, USA. |
36 | 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. |
37 | Sucuoǧlu, H. and Vallabhan, C.G. (1997), "Behaviour of window glass panels during earthquakes", Eng. Struct., 19(8), 685-694. DOI |