BrignolaA.PampaninS. and PodestàS.2009. Evaluation and control of the in-plane stiffness of timber floors for the performance-based retrofit of URM buildings, Bulletin of the New Zealand Society for Earthquake Engineering42, 204–221.
2.
BruneauM.1994. State-of-the-art report on seismic performance of unreinforced masonry buildings, Journal of Structural Engineering, ASCE120, 230–251.
3.
CelebiM.BongiovanniG.SafakE. and BradyA. G.1989. Seismic response of a large-span roof diaphragm, Earthquake Spectra5, 337–350.
4.
CohenG. L.KlingnerR. E.HayesJ. R.Jr. and SweeneyS.2004. Seismic evaluation of low-rise reinforced masonry buildings with flexible diaphragms: I. Seismic and quasi-static testing, Earthquake Spectra20, 779–801.
5.
CostleyA. and AbramsD. P.1995. Dynamic response of unreinforced masonry buildings with flexible diaphragms, Structural Research Series No. 605, University of Illinois at Urbana-Champaign, Urbana, IL.
MoroderD.2016. Floor diaphragms in multi-storey timber buildings, Ph.D. Thesis, University of Canterbury, Christchurch, New Zealand.
8.
ShepherdR.HolmesW. T.LizundiaB.AikenI. D.De AngelisC. A.BerteroV.BillingsL. J.GoodnoB. J.GuthrieL. D.LavertyG. L.MahinS. A.MartinH.McKevittW.MeehanJ. F. and MehrainM.1990. BUILDINGS, Earthquake Spectra6, 127–149. doi:10.1193/1.1585603.
9.
SomersP.CampiD.HolmesW.KehoeB. E.KlingnerR. E.LizundiaB. and SchmidB.1996. Unreinforced Masonry Buildings, Northridge Earthquake of January 17, 1994, Reconnaissance Report, Vol. 2, Earthquake Spectra11(supC), 195–217.
10.
Tena-ColungaA.1992. Seismic evaluation of unreinforced masonry structures with flexible diaphragms, Earthquake Spectra8, 305–318.
11.
Tena-ColungaA.1996. Dynamic evaluation of Oakland's Tourraine Hotel subjected to Loma Prieta earthquake ground motions, in Proceedings, 7th North American Masonry Conference, Notre Dame, IN, 918–929.
12.
Tena-ColungaA. and AbramsD. P.1992a. Response of an unreinforced masonry building during the Loma Prieta earthquake, Structural Research Series No. 576, University of Illinois at Urbana-Champaign, Urbana, IL.
13.
Tena-ColungaA. and AbramsD. P.1992b. Response of an instrumented masonry shear wall building with flexible diaphragms during the Loma Prieta earthquake, Structural Research Series No. 577, University of Illinois at Urbana-Champaign, Urbana, IL.
14.
Tena-ColungaA. and AbramsD. P.1994. Structural evaluation of low-rise masonry buildings with flexible diaphragms subjected to earthquakes, in Proceedings, 10th International Brick/Block Masonry Conference, The University of Calgary, Calgary, Canada, 201–214.
15.
Tena-ColungaA. and AbramsD. P.1995. Simplified 3-D dynamic analysis of structures with flexible diaphragms, Earthquake Engineering & Structural Dynamics24, 221–232.
16.
Tena-ColungaA. and AbramsD. P.1996. Seismic behavior of structures with flexible diaphragms, ASCE Journal of Structural Engineering122, 439–445.
17.
TokoroK. T.AndersonJ. C. and BerteroV. V.2004. Uncertainties in determining diaphragm flexibility, in Proceedings, 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 565.
18.
WilsonA. W.2012. Seismic assessment of timber floor diaphragms in unreinforced masonry buildings, Ph.D. Thesis, Department of Civil and Environmental Engineering, The University of Auckland, Auckland, New Zealand.