1 |
Beyer, K., Dazio, A. and Priestley, M.J.N. (2008), Seismic design of torsionally eccentric buildings with Ushaped RC walls, Research Report No. ROSE-2008/03, IUSS Press, Pavia, Italy.
|
2 |
Beyer, K. and Bommer, J.J. (2007), "Selection and scaling of real accelerograms for bi-directional loading: a review of current practice and code provisions", J. Earthq. Eng., 11(S1), 13-45.
|
3 |
Beyer, K., Simonini, S., Constantin, R. and Rutenberg, A. (2014), "Seismic shear distribution among interconnected cantilever walls of different lengths", Earthq. Eng. Struct. Dyn., 43(10), 1423-1441.
DOI
|
4 |
Carr, A.J. (2007), Ruaumoko Manual - Volume 1: Theory, Department of Civil Engineering, University of Canterbury.
|
5 |
Carr, A.J. (2008), Ruaumoko Manual - Volume 5: Appendices, Department of Civil Engineering, University of Canterbury.
|
6 |
Carr, A.J. (2012) Ruaumoko Manual - Volume 3: User manual for the 3-dimensional version Ruaumoko3D, Department of Civil Engineering, University of Canterbury, New Zealand.
|
7 |
Castillo, R. (2004), Seismic Design of Asymmetric Ductile Systems, PhD Thesis, University of Canterbury, Christchurch, New Zealand.
|
8 |
Chopra, A.K. (2007), Dynamics of Structures - Theory and Application to Earthquake Engineering, 3rd edition, Prentice Hall, New Jersey.
|
9 |
Chopra, A.K. and Goel, R.K. (2001), "A modal pushover analysis procedure for estimating seismic demands: Evaluation for SAC building", Proceedings of SEAOC Convention, San Diego.
|
10 |
Chopra, A.K. and Goel, R.K. (2002), "A modal pushover analysis procedure for estimating seismic demands for buildings", Earthq. Eng. Struct. Dyn., 31(3), 561-582.
DOI
|
11 |
Chopra, A.K. and Goel, R.K. (2004), "A modal pushover analysis to estimate seismic demands for unsymmetric-plan buildings", Earthq. Eng. Struct. Dyn., 33(8), 903-927.
DOI
|
12 |
Clough, R.W. and Penzien, J. (1993), Dynamics of Structures, McGraw-Hill, New York.
|
13 |
Comite Europeen de Normalisation (2004), "Eurocode 8, Design of Structures for Earthquake Resistance - Part 1: General Rules, Seismic Actions and Rules for Buildings", EN 1998-1, CEN, Brussels, Belgium.
|
14 |
Comite Europeen de Normalisation (2005), "Eurocode 8, Design of structures for earthquake resistance - Part 3: Assessment and retrofitting of buildings", EN 1998-3, CEN, Brussels, Belgium.
|
15 |
Correia, A.A., Almeida, J.P. and Pinho, R. (2013), "Seismic Energy Dissipation in Inelastic Frames: Understanding State-of-the-Practice Damping Models", Struct. Eng. Int., 23(2), 148-158.
DOI
|
16 |
De Luca, F., Vamvatsikos, D. and Iervolino, I. (2011), "Near-optimal bilinear fit of capacity curves for equivalent SDOF analysis", Proceedings - 3rd International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Corfu, Greece.
|
17 |
Fajfar, P. (1999), "Capacity spectrum method based on inelastic demand spectra", Earthq. Eng. Struct. Dyn., 28(9), 979-993.
DOI
|
18 |
Fajfar, P. (2000), "A nonlinear analysis method for performance-based seismic design", Earthq. Spectra, 16(3), 573-592.
DOI
|
19 |
Filippou, F.C., Popov, E.P. and Bertero, V.V. (1983), "Effects of bond deterioration on hysteretic behaviour of reinforced concrete joints", Report EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley.
|
20 |
Fox, M.J. Sullivan, T.J. and Beyer, K. (2014), "Comparison of force-based and displacement-based design approaches for RC coupled walls in New Zealand", Bull. NZ. Soc. Earthq. Eng., 47(3), 190-205.
|
21 |
FEMA-273 (1997), "NEHRP guidelines for the seismic rehabilitation of buildings", Federal Emergency Management Agency, Washington DC.
|
22 |
Gulkan, P. and Sozen, M. (1974), "Inelastic response of reinforced concrete structures to earthquake motions", ACI J., 71(12), 604-610.
|
23 |
Gupta, B. and Kunnath, S.K. (2000), "Adaptive spectra-based pushover procedure for seismic evaluation of structures", Earthq. Spectra, 6(2), 367-392.
|
24 |
Iervolino, I., Maddaloni, G. and Cosenza, E. (2008), "Eurocode 8 compliant real record sets for seismic analysis of structures", J. Earthq. Eng., 12(1), 54-90.
DOI
|
25 |
Kreslin, M. and Fajfar, P. (2012), "The extended N2 method considering higher mode effects in both plan and elevation", Bull. Earthq. Eng., 10(2), 695-715.
DOI
|
26 |
Mander, J.B., Priestley, M.J.N. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826.
DOI
|
27 |
Martinez-Rueda, J.E. and Elnashai, A.S. (1997), "Confined concrete model under cyclic load", Mater. Struct., 30(197), 139-147.
DOI
|
28 |
Menegotto, M. and Pinto, P.E. (1973), "Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending", Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Structural Engineering, Zurich, Switzerland.
|
29 |
Pennucci, D., Sullivan, T.J. and Calvi, G.M. (2015), "Inelastic higher-mode response in reinforced concrete wall structures", Earthq. Spectra, 31(3), 1493-1514.
DOI
|
30 |
Paulay, T. (2001), "Some design principles relevant to torsional phenomena in ductile buildings", J. Earthq. Eng., 5(3), 273-308.
DOI
|
31 |
Priestley, M.J.N. and Kowalsky, M.J. (1998), "Aspects of drift and ductility capacity of rectangular cantilever structural walls", Bull. NZ. Soc. Earthq. Eng., 31(4), 246-259.
|
32 |
Priestley, M.J.N, Calvi, G.M. and Kowalsky, M.J. (2007), Displacement-Based Seismic Design of Structures, IUSS Press, Pavia, Italy.
|
33 |
Priestley, M.J.N. and Grant, D.N. (2005), "Viscous damping in seismic design and analysis", J. Earthq. Eng., 9(sup2), 229-255.
DOI
|
34 |
Scott, M.H. and Fenves, G.L. (2006), "Plastic hinge integration methods for force-based beam-column elements", J. Struct. Eng, 132(2), 244-252.
DOI
|
35 |
Seismosoft (2013), SeismoStruct v6.5 - A computer program for static and dynamic nonlinear analysis of framed structures, http://www.seismosoft.com.
|
36 |
Smerzini, C., Galasso, C., Iervolino, I. and Paolucci, R. (2014), "Ground motion record selection based on broadband spectral compatibility", Earthq. Spectra, 30(4), 1427-1448.
DOI
|
37 |
Sullivan, T.J., Priestley, M.J.N. and Calvi, G.M. (2008), "Estimating the higher-mode response of ductile structures", J. Earthq. Eng., 12(3), 456-472.
DOI
|
38 |
Sullivan, T.J., Calvi, G.M. and Priestley, M.J.N. (2012), A Model Code for the Displacement-Based Seismic Design of Structures DBD12, IUSS Press, Pavia, Italy.
|
39 |
Veletsos, A.S. and Newmark, N.M. (1960), "Effect of inelastic behaviour on the response of simple systems to earthquake motions", Proceedings - Second World Conference on Earthquake Engineering, Vol. II, Tokyo, Japan.
|
40 |
Sullivan. T.J., Welch, D.P. and Calvi, G.M. (2014), "Simplified seismic performance assessment and implications for seismic design", Earthq. Eng. Eng. Vib., 13(Supp.1), 95-122.
DOI
|
41 |
Welch, D.P., Sullivan, T.J. and Calvi, G.M. (2014), "Developing direct displacement-based procedures for simplified loss assessment in performance-based earthquake engineering", J. Earthq. Eng., 18(2), 290-322.
DOI
|
42 |
Yazgan, U. and Dazio, A. (2010), "Critical aspects of finite element modeling of RC structures for seismic performance assessment", Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada.
|
43 |
Baker, J.W. (2011), "Conditional mean spectrum: tool for ground-motion selection", J. Struct. Eng., 137(3), 322-331.
DOI
ScienceOn
|
44 |
Almeida, J.P., Tarquini, D. and Beyer, K. (2014), "Modelling approaches for inelastic behaviour of RC walls: multi-level assessment and dependability of results", Archives of Computational Methods in Engineering, published online.
|
45 |
Antoniou, S. and Pinho, R. (2004), "Development and verification of a displacement-based adaptive pushover procedure", J. Earthq. Eng., 8(5), 643-661.
DOI
|