Referanslar
Abbasi V., Daudeville L., Kotronis P., Mazars J. [2004] "Using damage mechanics to model a four story RC framed structure submitted to earthquake loading," Proceedings of the Fifth International Conference on Fracture Mechanics of Concrete Structures, Vol. 2, pp. 823-830.
Abdulridha, A., Palermo, D., Foo, S., & Vecchio, F. J. (2013). Behavior and modeling of superelastic shape memory alloy reinforced concrete beams. Engineering Structures, 49, 893-904.
ACI 318-19 [2019]"American Concrete Institute: Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary.
ACI 369.1-22 [2023] American Concrete Institute: Seismic Evaluation and Retrofit of Existing Concrete Buildings-Code and Commentary.
ACI 440.2R-17 [2017] American Concrete Institute: Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures.
Ahmad S.H., Shah S.P. [1982] "Stress-strain curves of concrete confined by spiral reinforcement," Journal of the American Concrete Institute, pp. 484-490.
Allotey N.K., El Naggar M.H. [2005a] "Cyclic Normal Force-Displacement Model for Nonlinear Soil-Structure Interaction Analysis: SeismoStruct Implementation," Research Report No. GEOT-02-05, Geotechnical Research Centre, Department of Civil & Environmental Engineering, University of Western Ontario, London, Ontario, Canada.
Allotey N.K., El Naggar M.H. [2005b] "Cyclic soil-structure interaction model for performance-based design," Proceedings of the Satellite Conference on Recent Developments in Earthquake Geotechnical Engineering, TC4 ISSMGE, Osaka, Japan.
Ameny P., Loov R.E., Shrive N.G. [1983] "Prediction of elastic behaviour of masonry," International Journal of Masonry Construction, Vol. 3, No. 1, pp. 1-9.
Annaki M., Lee K.L.L. [1977] "Equivalent uniform cycle concept for soil dynamics," Journal of Geotechnical Engineering Division, ASCE, Vol. 103, No. GT6, pp. 549-564.
ANSI/AISC 342-22 [2022] American Institute of Steel Construction: Seismic Provisions for Evaluation and Retrofit of Existing Structural Steel Buildings.
Anthes R.J. [1997] "Modified rainflow counting keeping the load sequence," International Journal of Fatigue, Vol. 19, No. 7, pp. 529-535.
Alemdar B.N., White D.W. [2005] "Displacement, flexibility, and mixed beam-column finite element formulations for distributed plasticity analysis," Journal of Structural Engineering, Vol. 131, No. 12, pp. 1811-1819.
Antoniou S., Rovithakis A., Pinho R. [2002] "Development and verification of a fully adaptive pushover procedure," Proceedings of the Twelfth European Conference on Earthquake Engineering, London, UK, Paper No. 822.
Antoniou S., Pinho R. [2004a] "Advantages and Limitations of Force-based Adaptive and Non-Adaptive Pushover Procedures," Journal of Earthquake Engineering, Vol. 8, No. 4, pp. 497-522.
Antoniou S., Pinho R. [2004b] "Development and Verification of a Displacement-based Adaptive Pushover Procedure," Journal of Earthquake Engineering, Vol. 8, No. 5, pp. 643-661.
ASCE 7-16 [2017] American Society of Civil Engineers: Minimum Design Loads and Associated Criteria for Buildings and Other Structures, Chapter 6, “Tsunami Loads and Effects”.
ASCE 41-23 [2023] American Society of Civil Engineers: Seismic Evaluation and Retrofit of Existing Buildings.
Asteris P.G. [2003] "Lateral stiffness of brick masonry infilled plane frames," ASCE Journal of Structural Engineering, Vol. 129, No. 8, pp. 1071-1079.
Atkinson R.H., Amadei B.P., Saeb S., Sture S. [1989] "Response of masonry bed joints in direct shear," ASCE Journal of Structural Division, Vol. 115, No. 9, pp. 2276-2296.
Auricchio F., Sacco E. [1997] "A superelastic shape-memory-alloy beam," Journal of Intelligent Materials and Structures, Vol. 8, pp. 489-501.
Baiguera M., Rossetto T., Robertson I., and Petrone C. [2019] “Towards a tsunami nonlinear static analysis procedure for the ASCE 7 standard”, In Proc. Of SECED Conference, 9-10 September 2019, Greenwich, London, UK.
Bathe K.J. [1996] "Finite Element Procedures in Engineering Analysis," 2nd Edition, Prentice Hall.
Beyer, K., Dazio, A., and Priestley, M.J.N. [2008] "Seismic design of torsionally eccentric buildings with U-shaped RC walls," ROSE School, Pavia, Italy.
Beyer, K., Dazio, A., and Priestley, M.J.N. [2008] "Inelastic Wide-Column Models for U-Shaped Reinforced Concrete Walls," Journal of Earthquake Engineering 12:Sp1, 1-33.
Beyer, K., Dazio, A., and Priestley, M.J.N.[2008] "Elastic and inelastic wide-column models for RC non rectangular walls," Proceedings of the fortieth World Conference on Earthquake Engineering, Beijing, China.
Benjamin S.T., Williams H.A. [1958] "The behaviour of one-storey brick shear walls," ASCE Journal of Structural Division, Vol. 84, No.ST4, pp. 30.
Bento R., Pinho R., Bhatt C. [2008] "Nonlinear Static Procedures for the seismic assessment of the 3D irregular SPEAR building," Proceedings of the Workshop on Nonlinear Static Methods for Design/Assessment of 3D Structures, Lisbon, Portugal.
Bernuzzi C., Zandonini R., Zanon P. [1996] "Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading," Journal of Constructional Steel Research, Vol. 38, No. 2, pp. 95-123.
Bertoldi S.H., Decanini L.D., Gavarini C. [1993] "Telai tamponati soggetti ad azione sismica, un modello semplificato: confronto sperimentale e numerico," (in Italian) Atti del 6° convegno nazionale ANIDIS, Vol. 2, pp. 815-824, Perugia, Italy.
Bertoldi S.H., Decanini L.D., Santini S., Via G. [1994] "Analytical models in infilled frames," Proceedings of the Tenth European Conference on Earthquake Engineering, Vienna, Austria.
Beyer K, Dazio A., Priestley M.J.N. [2008] "Inelastic wide-column models for U-shaped reinforced concrete wall," Journal of Earthquake Engineering, Vol. 12, No. 1, pp. 1-33.
Binda L., Fontana A., Frigerio G. [1988] "Mechanical behaviour of brick masonries derived from unit and mortar characteristics," Proceedings of the Eighth International Brick and Block Masonry Conference, Dublin, Ireland.
Blandon, C.A. [2005] Implementation of an Infill Masonry Model for Seismic Assessment of Existing Buildings, Individual Study, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), Pavia, Italy.
Bouc, R. [1967]. "Forced vibration of mechanical systems with hysteresis". Proceedings of the Fourth Conference on Nonlinear Oscillation. Prague, Czechoslovakia. p. 315.
Broderick B.M., Elnashai A.S., Izzuddin B.A. [1994] "Observations on the effect of numerical dissipation on the nonlinear dynamic response of structural systems," Engineering Structures, Vol. 16, No. 1, pp. 51-62.
Butterfield, R., Gottardi, G. [1994] “A complete three-dimensional failure envelope for shallow footings on sand,” Géotechnique, Vol. 44, No. 1, pp. 181-184.
Calabrese A., Almeida J.P., Pinho R. [2010] "Numerical issues in distributed inelasticity modelling of RC frame elements for seismic analysis," Journal of Earthquake Engineering, Vol. 14, Special Issue 1, pp. 38-68.
Casarotti C., Pinho R. [2006] "Seismic response of continuous span bridges through fibre-based finite element analysis," Journal of Earthquake Engineering and Engineering Vibration, Vol. 5, No. 1, pp. 119-131.
Casarotti C., Pinho R. [2007] "An Adaptive capacity spectrum method for assessment of bridges subjected to earthquake action," Bulletin of Earthquake Engineering, Vol. 5, No. 3, pp. 377-390.
CEB [1996] RC Frames under Earthquake Loading: State of the Art Report, - Comite Euro-International du Beton, Thomas Telford, London, England.
Celarec D., Dolšek M. [2012] "Practice-oriented probabilistic seismic performance assessment of infilled frames with consideration of shear failure of columns," Earthquake Engineering & Structural Dynamics, Vol. 43, No. 9, pp. 1339-1360.
CEN [2005] European Prestandard ENV 1998: Eurocode 8 - Design provisions for earthquake resistance of structures. Comite Europeen de Normalisation, Brussels.
Chang G.A., Mander J.B. [1994] "Seismic Energy Based Fatigue Damage Analysis of Bridge Columns: Part 1- Evaluation of Seismic Capacity," NCEER Technical Report No. NCEER-94-0006, State University of New York, Buffalo, N.Y..
Chege J.K., Matalanga N. [2000] "NDT Application in Structural Integrity Evaluation of Bomb Blast Affected Buildings," Proceedings of the Fifteenth World Conference on Non-Destructive Testing, Rome, Italy.
Chopra A.K. [1995] Dynamics of Structures: Theory and Applications to Earthquake Engineering, Prentice-Hall.
Chopra A.K. & Goel R.K. [2001] A Modal Pushover Analysis Procedure to Estimate Seismic Demands for Buildings: Theory and Preliminary Evaluation, Pacific Earthquake Engineering Research Center, Technical Report PEER No. 2001/03.
Christopoulos C., Tremblay R., Kim H.-J., Lacerte M. [2008] “Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation”, Journal of Structural Engineering, Vol. 134, No. 1, pp. 96-107
Clough R.W., Johnston S.B. [1966] "Effect of Stiffness Degradation on Earthquake Ductility Requirements" Proceedings, Second Japan National Conference on Earthquake Engineering, 1966, pp. 227-232.
Clough R.W., Penzien J. [1994] Dynamics of Structures, 2nd Edition, McGraw Hill.
Constantinou, M.C., Tsopelas, P.C., Kasalanati, A., and Wolff, E. [1999] “Property Modification Factors for Seismic Isolation Bearings,” Report No. MCEER-990012, Multidisciplinary Center for Earthquake Engineering Research, State University of New York, Buffalo, NY.
Cook R.D., Malkus D.S., Plesha M.E. [1989] Concepts and Applications of Finite Elements Analysis, John Wiley & Sons.
Correia, A.A., Paolucci, R. [2019] “A 3D coupled nonlinear shallow foundation macro-element for seismic soil-structure interaction analysis,” submitted to Earthquake Engineering and Structural Dynamics.
Correia, A.A., Pecker, A. [2019a] “Failure mechanism for laterally loaded flexible piles based on yield design theory,” submitted to Géotechnique.
Correia, A.A., Pecker, A. [2019b] "Nonlinear pile-head macro-element for the seismic analysis of structures on flexible piles," submitted to Bulletin of Earthquake Engineering.
Correia A.A., Virtuoso F.B.E. [2006] "Nonlinear Analysis of Space Frames," Proceedings of the Third European Conference on Computational Mechanics: Solids, Structures and Coupled Problems in Engineering, Mota Soares et al. (Eds.), Lisbon, Portugal.
Cremer C., Pecker A., Davenne L. [2002] "Modelling of non linear dynamic behaviour of a shallow foundation with macro - element," Journal of Earthquake Engineering, Vol. 6, No. 2, pp. 175-212.
Crisafulli F.J. [1997] Seismic Behaviour of Reinforced Concrete Structures with Masonry Infills, PhD Thesis, University of Canterbury, New Zealand.
Crisafulli F.J., Carr A.J., Park R. [2000] "Analytical modelling of infilled frame structures – a general overview," Bulletin of the New Zealand Society for Earthquake Engineering, Vol. 33, No 1.
Crisfield M.A. [1991] Non-linear Finite Element Analysis of Solids and Structures, John Wiley & Sons.
Dawe J.I., Young T.C. [1985] "An investigation of factors influencing the behaviour of masonry infills in steel frames subjected to on-plane shear," Proceedings of the Seventh International Brick Masonry Conference, Melbourne, Australia.
Dawe J. L. and Seah C. K. [1989] "Out-of-plane resistance of concrete masonry infilled panels." Can. J. Civ. Eng., 16(6), 854-856
Decanini L.D., Fantin G.E. [1987] "Modelos Simplificados de la Mampostería Incluida en Pórticos. Características de Rigidez y Resistencia Lateral en Estado Límite," Jornadas Argentinas de Ingeniería Estructural, Buenos Aires, Argentina, Vol. 2, pp. 817-836. (in Spanish)
Deierlein G.G., Reinhorn A.M., and Willford M.R. [2010] "Nonlinear structural analysis for seismic design," NEHRP Seismic Design Technical Brief No. 4, produced by the NEHRP Consultants Joint Venture, a partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering, for the National Institute of Standards and Technology, Gaithersburg, MD, NIST GCR 10-917-5.
Della Corte G., De Matteis G., Landolfo R. [2000] "Influence of connection modelling on seismic response of moment resisting steel frames," in Moment Resistant Connections of Steel Frames in Seismic Areas: Design and Reliability (ed. F.M. Mazzolani), Chapter 7, E&FN Spon, London, New York.
De Martino A., Faella C., Mazzolani F.M. [1984] "Simulation of Beam-to-Column Joint Behaviour under Cyclic Loads," Construzioni Metalliche, Vol. 6, pp. 346-356.
De Sortis A., Di Pasquale G., Nasini U. [1999] Criteri di Calcolo per la Progettazione degli Interventi – Terremoto in Umbria e Marche del 1997, Servizio Sismico Nazionale, Rome, Italy. (in Italian)
Dionysis Biskinis and Michael N. Fardis [2013] "Stiffness and cyclic deformation capacity of circular RC columns with or wothout lap-splices and FRP wrapping," Bulletin of Earthquake Engineering 11(5).
Dodd L., Restrepo-Posada J. [1995] "Model for Predicting Cyclic Behavior of Reinforcing Steel," Journal of Structural Engineering, Vol. 121, No. 3, pp. 433–445.
Drysdale R.G., Khattab M.M. [1995] "In-plane behaviour of grouted concrete masonry under biaxial tension-compression," American Concrete Institute Journal, Vol. 92, No. 6, pp. 653-664.
Elnashai A.S., Elghazouli A.Y. [1993] "Performance of composite steel/concrete members under earthquake loading, Part I: Analytical model," Earthquake Engineering and Structural Dynamics, Vol. 22, pp. 315-345.
Emori K., Schnobrich W.C. [1978] Analysis of Reinforced Concrete Frame-Wall Structures for Strong Motion Earthquakes, Structural Research Series No. 434, Civil Engineering Studies, University of Illinois at Urbana-Champaign.
EN 1998-1 (English) [2004]: Eurocode 8: Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings.
EN 1998-3 (English) [2004]: Eurocode 8: Design of structures for earthquake resistance -Part 3: Assessment and retrofitting of buildings.
EN 1998-3 (English) [2004]: Eurocode 8: Design of structures for earthquake resistance -Part 5: Foundations, retaining structures and geotechnical aspects .
Felippa C.A. [2001] "Nonlinear Finite Element Methods," Lecture Notes, Centre for Aerospace Structure, College of Engineering, University of Colorado, USA. Available from URL: http://www.colorado.edu/engineering/CAS/courses.d/NFEM.d/Home.html.
Felippa C.A. [2004] "Introduction to Finite Element Methods," Lecture Notes, Centre for Aerospace Structure, College of Engineering, University of Colorado, USA. Available from URL: http://www.colorado.edu/engineering/CAS/courses.d/IFEM.d/Home.html.
Ferracuti B., Savoia M. [2005] "Cyclic behaviour of FRP-wrapped columns under axial and flexural loadings," Proceedings of the International Conference on Fracture, Turin, Italy.
Ferracuti B., Pinho R., Savoia M., Francia R. [2009] "Verification of Displacement-based Adaptive Pushover through multi-ground motion incremental dynamic analyses," Engineering Structures, Vol. 31, pp. 1789-1799.
FIB [2001] "Externally Bonded FRP Reinforcement for RC Structures," FIB Bulletin n. 14, Federation Internationale du Beton, pp. 138.
FIB [2006] Retrofitting of Concrete Structures by Externally Bonded FRPS, with Emphasis on Seismic Applications, FIB Bulletin n. 35, Federation Internationale du Beton, pp. 220.
Filippou F.C., Popov E.P., 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.
Filippou F.C., Fenves G.L. [2004] "Methods of analysis for earthquake-resistant structures", Chapter 6 in 'Earthquake Engineering - From Engineering Seismology to Performance-Based Engineering', eds. Y. Bozorgnia and V.V. Bertero, Cambridge University Press, Cambridge, United Kingdom.
Fiorato A.E., Sozen M.A., Gamble W.L. [1970] An Investigation of the Interaction of Reinforced Concrete Frames with Masonry Filler Walls, Report UILU-ENG-70-100, Department of Civil Engineering, University of Illinois, Urbana-Champaign IL, USA.
Fragiadakis M., Pinho R., Antoniou S. [2008] "Modelling inelastic buckling of reinforcing bars under earthquake loading," in Progress in Computational Dynamics and Earthquake Engineering, Eds. M. Papadrakakis, D.C. Charmpis, N.D. Lagaros and Y. Tsompanakis, A.A. Balkema Publishers – Taylor & Francis, The Netherlands.
Fragiadakis M., Papadrakakis M. [2008] "Modeling, analysis and reliability of seismically excited structures: computational issues," International Journal of Computational Methods, Vol. 5, No. 4, pp. 483-511.
Foster A.S.J., Rossetto T., and Allsop W. [2017] “An experimentally validated approach for evaluating tsunami inundation forces on rectangular buildings”, Coastal Engineering, Vol. 128, pp. 44-57.
Freitas J.A.T., Almeida J.P.M., Pereira E.M.B.R. [1999] "Non-conventional formulations for the finite element method," Computational Mechanics, Vol. 23, pp. 488-501.
Fugazza D. [2003] Shape-memory Alloy Devices in Earthquake Engineering: Mechanical Properties, Constitutive Modelling and Numerical Simulations, MSc Dissertation, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), Pavia, Italy.
Gazetas, G. [1991] “Foundation vibrations,” Foundation Engineering Handbook, 2nd Ed., Fang, H.Y. (Ed.), pp. 553-593, Van Nostrand Reinhold, New York, USA.
Gere J.M., Timoshenko S.P. [1997] Mechanics of Materials, 4th Edition.
Giannakas A., Patronis D., Fardis M. [1987] "The influence of the position and the size of openings to the elastic rigidity of infill walls," Proceedings of Eighth Hellenic Concrete Conference, Xanthi-Kavala, Greece. (in Greek)
Giberson, M.F. [1967] “The Response of Nonlinear Multi-Story Structures subjected to Earthquake Excitation,” Doctoral Dissertation, California Institute of Technology, Pasadena, CA., May 1967, 232pp.
Giberson, M.F. [1969] “Two Nonlinear Beams with Definition of Ductility,” Journal of the Structural Division, ASCE, Vol. 95, No. 2, pp. 137-157.
Gostic S., Zarnic R. [1985] "Cyclic lateral response of masonry infilled R/C frames and confined masonry walls," Proceedings of the Eighth North-American Masonry Conference, Austin, Texas, USA.
Hall J.F. [2006] "Problems encountered from the use (or misuse) of Rayleigh damping," Earthquake Engineering and Structural Dynamics, Vol. 35, No. 5, pp. 525-545.
Hamburger R.O. [1993] "Methodology for seismic capacity evaluation of steel-frame buildings with infill unreinforced masonry," Proceedings of the US National Conference on Earthquake Engineering, Memphis, Tennesse, USA.
Hamburger R.O., Foutch D.A., Cornell C.A. [2000] "Performance basis of guidelines for evaluation, upgrade and design of moment-resisting steel frames," Proceedings of the Twelfth World Conference on Earthquake Engineering, Auckland, New Zealand, paper No. 2543.
Han T.-S., Feenstra P.H., Billington S.L. [2003] “Simulation of Highly Ductile Fiber-Reinforced Cement-
Based Composite Components Under Cyclic Loading.”, ACI Structural Journal, Vol. 100, No. 6, pp. 749-757
Hellesland J., Scordelis A. [1981] "Analysis of RC bridge columns under imposed deformations," IABSE Colloquium, Delft, pp. 545-559.
Hendry A.W. [1990] Structural Masonry, Macmillan Education Ltd, London, England.
Hilber H.M., Hughes T.J.R., Taylor R.L. [1977] "Improved numerical dissipation for time integration algorithms in structural dynamics," Earthquake Engineering and Structural Dynamics, Vol. 5, No. 3, pp. 283-292.
Holmes M. [1961] "Steel Frames with Brickwork and Concrete Infilling," Proceedings of the Institution of Civil Engineers, Vol. 19, pp. 473-478.
Hughes T.J.R. [1987] The Finite Element Method, Linear Static and Dynamic Finite Element Analysis, Prentice-Hall.
Hyodo M., Yamamoto Y., Sugyiama M. [1994] "Undrained cyclic shear behavior of normally consolidated clay subjected to initial static shear stresses," Soils and Foundations, Vol. 34, No. 4, pp. 1-11.
Ibarra L.F., Medina R.A., Krawinkler H. [2005] "Hysteretic Models that Incorporate Stiffness and Strength Deterioration." Earthquake Engineering and Structural Dynamics, Vol. 34 pp. 1489-1511.
Irons B.M. [1970] "A frontal solution program for finite element analysis," International Journal for Numerical Methods in Engineering, Vol. 2, pp. 5-32.
Izzuddin B.A. [1991] Nonlinear Dynamic Analysis of Framed Structures, PhD Thesis, Imperial College, University of London, London, UK
Kaldjian M.J. [1967] "Moment-curvature of beams as Ramberg-Osgood functions," Journal of Structural Division, ASCE, Vol. 93, No. ST5, pp. 53-65.
KANEPE [2022] Earthquake Planning and Protection Organisation of Greece: Code for Structural Interventions, 3rd revision.
Kappos A., Konstantinidis D. [1999] "Statistical analysis of confined high strength concrete," Materials and Structures, Vol. 32, pp. 734-748.
Karsan I.D., Jirsa J.O. [1969] “Behavior of concrete under compressive loading.”, Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, Vol. 95, Issue 12, pp. 2543-2564
Kent D.C., Park R. [1971] “Flexural members with confined concrete.”, Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, Vol. 97, Issue 7, pp. 1969-1990
Kunnath S.K. [2004] "Identification of modal combination for nonlinear static analysis of building structures," Computer-Aided Civil and Infrastructure Engineering, Vol. 19, pp. 246-259.
Law K.H. and Mackay D.R.[1992]. A parallel row-oriented sparse solution method for finite element structural analysis. Manuscript NA-92-10. Computer Science Department, Stanford University. August 1992.
Liauw T.C., Lee S.W. [1977] "On the behaviour and the analysis of multi-storey infilled frames subjected to lateral loading," Proceedings of Institution of Civil Engineers, Part 2, Vol. 63, pp. 641-656.
Liauw T.C., Kwan K.H. [1984] "Nonlinear behaviour of non-integral infilled frames," Computer and Structures, Vol. 18, No. 3, pp. 551-560.
Lignos D.G.,Krawinkler H. [2011] "Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading." Journal of Structural Engineering, Vol. 137, No. 11, pp. 1291-1302.
Lignos, D.G., Krawinkler, H. [2012]. “Development and Utilization of Structural Component Databases for Performance-Based Earthquake Engineering", Journal of Structural Engineering, ASCE.
Liu, J. W. H. [1986]. A compact row storage scheme for Cholesky factors using elimination trees. ACM Trans. Math. Software 12, 127-148 (1986).
Lopez-Menjivar MA. [2004] Verification of a Displacement-Based Adaptive Pushover Method for Assessment of 2D RC Buildings. PhD Thesis, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), University of Pavia, Italy.
Mackay D. R., Law K. H., and Raefsky A. [1991] “An implementation of a generalized sparse/profile finite element solution method.” Comput. Struct., 41, 723–737.
Madas P. [1993] "Advanced Modelling of Composite Frames Subjected to Earthquake Loading," PhD Thesis, Imperial College, University of London, London, UK.
Madas P. and Elnashai A.S. [1992] "A new passive confinement model for transient analysis of reinforced concrete structures," Earthquake Engineering and Structural Dynamics, Vol. 21, pp. 409-431.
Mahin SA, Bertero VV.[1976] "Nonlinear seismic response of a coupled wall system." ASCE Journal of the Structural Division Vol. 102:1759–1980.
Mainstone R.J. [1971] "On the Stiffnesses and Strength of Infilled Panels," Proceedings of the Institution of Civil Engineers, Supplement IV, pp. 57-90.
Mainstone R.J., Weeks G.A. [1970] "The influence of Bounding Frame on the Racking Stiffness and Strength of Brick Walls," Proceedings of the Second International Brick Masonry Conference, Stoke-on-Trent, United Kingdom.
Mallick D.V., Garg R.P. [1971] "Effect of openings on the lateral stiffness of infilled frames," Proceedings of the Institution of Civil Engineering, Vol. 49, pp. 193-209.
Mander J.B., Priestley M.J.N., Park R. [1988] "Theoretical stress-strain model for confined concrete," Journal of Structural Engineering, Vol. 114, No. 8, pp. 1804-1826.
Mann W., Muller H. [1982] "Failure of shear-stresses masonry - an enlarged theory, tests and application to shear walls, " Proceedings of the British Ceramic Society, Vol. 30, pp. 139-149.
Mari A., Scordelis A. [1984] "Nonlinear geometric material and time dependent analysis of three dimensional reinforced and prestressed concrete frames," SESM Report 82-12, Department of Civil Engineering, University of California, Berkeley.
Martinez-Rueda J.E. [1997] Energy Dissipation Devices for Seismic Upgrading of RC Structures, PhD Thesis, Imperial College, University of London, London, UK.
Martinez-Rueda J.E., Elnashai A.S. [1997] "Confined concrete model under cyclic load," Materials and Structures, Vol. 30, No. 197, pp. 139-147.
Menegotto M., 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, pp. 15-22.
Mirza S.A. [1989] "Parametric study of composite column strength variability," Journal of Construction Steel Research, Vol. 14, pp. 121-137.
Monti G., Nuti C. [1992] "Nonlinear cyclic behaviour of reinforcing bars including buckling," Journal of Structural Engineering, Vol. 118, No. 12, pp. 3268-3284.
Monti, G., Nuti, C., Santini, S. [1996] CYRUS - Cyclic Response of Upgraded Sections, Report No. 96-2, University of Chieti, Italy.
Mosalam K.M., White R.N., Gergely P. [1997] "Static response of infilled frames using quasi-static experimentation," ASCE Journal of Structural Engineering, Vol. 123, No. 11, pp. 1462-1469.
Mpampatsikos V., Nascimbene R., Petrini L. [2008] "A critical review of the R.C. frame existing building assessment procedure according to Eurocode 8 and Italian Seismic Code," Journal of Earthquake Engineering, Vol. 12, Issue SP1, pp. 52-58.
Muthukumar S. and DesRoches R. [2006] “Elastoplastic A Hertz contact model with non-linear damping for pounding simulation”, Earthquake Engineering and Structural Dynamics, Vol. 35, pp. 811-828
Nagashima T., Sugano S., Kimura H., Ichikawa A. [1992] "Monotonic axial compression tests on ultra high strength concrete tied columns," Proceedings of the Tenth World Conference on Earthquake Engineering, Madrid, Spain, pp. 2983-2988.
Neuenhofer A., Filippou F.C. [1997] "Evaluation of nonlinear frame finite-element models," Journal of Structural Engineering, Vol. 123, No. 7, pp. 958-966.
Newmark N.M. [1959] "A method of computation for structural dynamics," Journal of the Engineering Mechanics Division, ASCE, Vol. 85, No. EM3, pp. 67-94.
Nogueiro P., Simoes da Silva L., Bento R., Simoes R. [2005a] "Numerical implementation and calibration of a hysteretic model with pinching for the cyclic response of steel and composite joints," Proceedings of the Fourth International Conference on Advances in Steel Structures, Shangai, China, Paper no. ISP-45.
Nogueiro P., Simoes da Silva L., Bento R., Simoes R. [2005b] "Influence of joint slippage on the seismic response of steel frames," Proceedings of the EuroSteel Conference on Steel and Composite Structures, Maastricht, Nederlands, Paper no. 314.
NTC 2018, D.M. Infrastrutture Trasporti 17 gennaio 2018 (G.U. 20 febbraio 2018 n. 8 - Suppl. Ord.). ”Norme tecniche per le Costruzioni” (NTC18).
Oran C. [1973] "Tangent stiffness in space frames," Journal of the Structural Division, ASCE, Vol. 99, No. ST6, pp. 987-1001.
Otani, S. [1974] SAKE, A Computer Program for Inelastic Response of R/C Frames to Earthquakes, Report UILU-Eng-74-2029, Civil Engineering Studies, University of Illinois at Urbana-Champaign, USA.
Otani S. [1981] "Hysteresis Models of Reinforced Concrete for earthquake Response Analysis," Journal of Faculty of Engineering, University of Tokyo, Vol XXXVI, No2, 1981 pp 407-441.
Papia M. [1988] "Analysis of infilled frames using a coupled finite element and boundary element solution scheme," International Journal for Numerical Methods in Engineering, Vol. 26, pp. 731-742.
Park R., Paulay T. [1975] Reinforced Concrete Structures, John Wiley & Sons, New York.
Park Y. J., Wen Y. K., Ang H-S. [1986] “Random Vibration of Hysteretic Systems under Bi- Directional Ground Motions”, Earthquake Engi neering and Structural Dynamics, Vol. 14, No 4, pp. 543-557.
Paulay T., Priestley M.J.N. [1992] Seismic Design of Reinforced Concrete and Masonry Buildings, John Wiley & Sons Inc., New York.
Pegon P. [1996] "Derivation of consistent proportional viscous damping matrices," JRC Research Report No I.96.49, Ispra, Italy.
Penelis G.G., Kappos A.J. [1997] Earthquake-resistant Concrete Structures, E & FN Spon, London, UK.
Petrone C., Rossetto T., and Goda K. [2017] “Fragility Assessment of a RC Structure under Tsunami Actions Via Nonlinear Static and Dynamic Analyses”, Engineering Structures, Vol. 136, pp. 36–53.
Pietra D., Pinho R. and Antoniou S. [2006] "Verification of displacement-based adaptive pushover for seismic assessment of high-rise steel buildings," Proceedings of the First European Conference on Earthquake Engineering and Seismology, Geneva, Switzerland, Paper no. 956.
Pilkey W.D. [1994] Formulas for Stress, Strain, and Structural Matrices, John Wiley & Sons, New York.
Pinho R., Antoniou S. [2005] "A displacement-based adaptive pushover algorithm for assessment of vertically irregular frames," Proceedings of the Fourth European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Thessaloniki, Greece.
Pinho R., Casarotti C., Antoniou S. [2007] "A comparison of single-run pushover analysis techniques for seismic assessment of bridges," Earthquake Engineering and Structural Dynamics, Vol. 36, No. 10, pp. 1347–1362.
Pinho R., Bhatt C., Antoniou S., Bento R. [2008a] "Modelling of the horizontal slab of a 3D irregular building for nonlinear static assessment," Proceedings of the Fourteenth World Conference on Earthquake Engineering, Beijing, China, Paper no. 05-01-0159.
Pinho R., Marques M., Monteiro R., Casarotti C. [2008b] "Using the Adaptive Capacity Spectrum Method for seismic assessment of irregular frames," Proceedings of the Fifth European Workshop on the Seismic Behaviour of Irregular and Complex Structures, Catania, Italy, Paper no. 21.
Pinho R., Monteiro R., Casarotti C., Delgado R. [2009] "Assessment of continuous span bridges through Nonlinear Static Procedures," Earthquake Spectra, Vol. 25, No. 1, pp. 143-159.
Priestley M.J.N. [2003] Myths and Fallacies in Earthquake Engineering, Revisited. The Mallet Milne Lecture, IUSS Press, Pavia, Italy.
Priestley M.J.N., Grant D.N. [2005] "Viscous damping in seismic design and analysis," Journal of Earthquake Engineering, Vol. 9, Special Issue 1, pp. 229-255.
Priestley M.J.N., Seible F., Calvi G.M. [1996] Seismic Design and Retrofit of Bridges, John Wiley & Sons Inc., New York.
Prota A., Cicco F., Cosenza E. [2009] "Cyclic behavior of smooth steel reinforcing bars: experimental analysis and modeling issues," Journal of Earthquake Engineering, Vol. 13, No. 4, pp. 500–519.
Przemieniecki J.S. [1968] Theory of Matrix Structural Analysis, McGraw Hill.
Qi Z.X., Eames I., Johnson E.R. [2014] “Force Acting on a Square Cylinder Fixed in a Free-Surface Channel Flow”, Journal of Fluid Mechanics, Vol. 756, pp. 716–727.
Ramberg W., Osgood W.R. [1943] Description of Stress-Strain Curves by Three Parameters, National Advisory Committee on Aeronautics, Technical Note 902.
Repapis C. [2000] Study of Different Approaches for Nonlinear Dynamic Analysis of RC Frames, MSc Dissertation, Dept. of Civil Engineering, Imperial College, London, UK.
Ribeiro F.L.A., Barbosa A.R., Scott M.H., Neves L.C. [2014] "Deterioration Modeling of Steel Moment Resisting Frames Using Finite-Length Plastic Hinge Force-Based Beam-Column Elements." Journal of Structural Engineering, Vol. 141, No. 2, pp. 04014112.
Richard R.M., Abbott B.J. [1975] "Versatile Elastic Plastic Stress-Strain Formula," Journal of Engineering Mechanics, ASCE, Vol. 101, No. 4, pp. 511-515.
Riddington J.R., Ghazali M.Z. [1988] "Shear strength of masonry walls," Proceedings of the Eighth International Brick and Block Masonry Conference, Dublin, Ireland.
Rosenblueth, E.[1951] A basis for a Seismic Design, PhD Thesis, University of Illinois, Urbana, USA.
Sahlin S. [1971] Structural Masonry, Prentice-Hall Inc., New Jersey, USA.
San Bartolome A. [1990] Colleciσn del Ingeniero Civil, Libro No. 4, Colegio de Ingenierios del Peru, Peru. (in Spanish)
Sattar S. and Liel A.B. [2010] "Seismic Performance of Reinforced Concrete Frame Structures with and without Masonry Infill Walls". 9th U.S. National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada.
Scott B.D., Park R., Priestley M.J.N. [1982] "Stress-strain behaviour of concrete confined by overlapping hoops at low and high strain rates," ACI Journal, Vol. 79, No. 1, pp. 13-27.
Scott M.H., Fenves G.L. [2006] "Plastic hinge integration methods for force-based beam–column elements," ASCE Journal of Structural Engineering, Vol. 132, No. 2, pp. 244-252.
Seed H.B., Idriss I.M., Makdisi F., Banerjee N. [1975] "Representation of irregular stress time-histories by equivalent uniform stress series in liquefaction analysis," Report No. UCB/EERC 75-29, University of California, Berkeley, USA.
Sheikh S.A., Uzumeri S.M. [1982] "Analytical model for concrete confined in tied columns," Journal of the Structural Division, ASCE, Vol. 108, No. ST12, pp. 2703-2722.
Simo J.C., Hughes T.J.R. [1998] “Computational Inelasticity”, Springer-Verlag New York, USA.
Simoes R., Simoes da Silva L., Cruz P. [2001] "Behaviour of end-plate beam-to-column composite joints under cyclic loading," International Journal of Steel and Composite Structures, Vol. 1, No. 3, pp. 355-376.
Sivaselvan M., Reinhorn A.M. [1999] "Hysteretic models for cyclic behavior of deteriorating inelastic structures," Report MCEER-99-0018, MCEER/SUNY/Buffalo.
Sivaselvan M., Reinhorn A.M. [2001] "Hysteretic models for deteriorating inelastic structures," Journal of Engineering Mechanics, ASCE, Vol. 126, No. 6, pp. 633-640, with discussion by Wang and Foliente and closure in Vol. 127, No. 11.
Smyrou E., Blandon C.A., Antoniou S., Pinho R., Crisafulli F. [2011] "Implementation and verification of a masonry panel model for nonlinear dynamic analysis of infilled RC frames," Bullettin of Earthquake Engineering, DOI 10.1007/s10518-011-9262-6.
Spacone E., Ciampi V., Filippou F.C. [1996] "Mixed formulation of nonlinear beam finite element," Computers & Structures, Vol. 58, No. 1, pp. 71-83.
Spoelstra M., Monti G. [1999] "FRP-confined concrete model," Journal of Composites for Construction, ASCE, Vol. 3, pp. 143-150.
Shrive N.G. [1991] "Materials and material properties," in Reinforced and Prestressed Masonry, Longman Scientific and Technical, London, England.
Stafford-Smith B. [1966] "Behaviour of square infilled frames," Proceedings of the American Society of Civil Engineers, Journal of Structural Division, Vol. 92, No. ST1, pp. 381-403.
Stafford-Smith B. and Carter C. [1969]. "A method for the analysis of infilled frames", Proc. Instn. Civ. Engrs., 44, 31–48.
Stockl S., Hofmann P. [1988] "Tests on the shear bond behaviour in the bed-joints of masonry," Proceedings of the Eighth International Brick and Block Masonry Conference, Dublin, Ireland.
Takeda T., Sozen M.A., Nielsen N.N. [1970] "Reinforced concrete response to simulated earthquakes," Journal of Structural Division, ASCE, Vol. 96, No. ST12, pp. 2557-2573.
TBDY [2018]: Turkish Seismic Building Regulations.
Thiruvengadam H. [1980] "On the natural frequencies of infilled frames," Journal of Earthquake Engineering and Structural Dynamics, Vol. 13, pp. 507-526.
Triantafillou T.C. [2006] "Seismic Retrofitting using Externally Bonded Fibre Reinforced Polymers (FRP)," (To appear in Chapter 5 of the fib bulletin "Seismic Assessment & Retrofit of RC Buildings")
Trueb U. [1983] Stability Problems of Elasto-Plastic Plates and Shells by Finite Elements, PhD Thesis, Imperial College, University of London, London.
TS500 [2000]: Requirements for Design and Construction of Reinforced Concrete Structures.
Utku B. [1980] "Stress magnifications in walls with openings," Proceedings of the Seventh World Conference on Earthquake Engineering, Istanbul, Turkey.
Vamvatsikos D., Cornell C.A. [2002] "Incremental dynamic analysis," Earthquake Engineering and Structural Dynamics, Vol. 31, No. 3, pp. 491-514.
Varum H.S.A. [2003] Seismic Assessment, Strengthening and Repair of Existing Buildings, PhD Thesis, University of Aveiro, Portugal.
Wen Y.K. [1976] “Method for Random Vibration of Hysteretic Systems,” Journal of the Engineering Mechanics Division, ASCE, Vol. 102, Issue 2, Pg. 249-263.
Wilson E. [2001] Static and Dynamic Analysis of Structures, Computers and Structures Inc, Berkeley, California. (available at URL: http://www.edwilson.org/book/book.htm)
Wakabayashi M. [1986] Design of earthquake-resistant buildings, McGraw-Hill, USA.
Wan Q., Yi W. [1986] "The shear strength of masonry walls under combined stresses," Proceedings of the Fourth Canadian Masonry Symposium, University of New Brunswick, Canada.
Wen, Y. K. [1976]. "Method for random vibration of hysteretic systems". Journal of Engineering Mechanics. American Society of Civil Engineers. 102 (2): 249–263.
Wolf J.P. [1994] Foundation Vibration Analysis Using Simple Physical Models, Prentice Hall, New Jersey, USA.
Yassin M.H.M. [1994] Nonlinear analysis of prestressed concrete structures under monotonic and cyclic loads, PhD Thesis, University of California, Berkeley, USA.
Yankelevsky D.Z., Reinhardt H.W. [1989] "Uniaxial behavior of concrete in cyclic tension," Journal of Structural Engineering, ASCE, Vol. 115, No. 1, pp. 166-182.
Zienkiewicz O.C., Taylor R.L. [1991] The Finite Element Method, 4th Edition, McGraw Hill.
Zona A. and Dall’Asta A. [2012] “Elastoplastic model for Steel buckling-restrained braces”,Journal of Constructional Steel Research , Vol. 68, pp. 118-125