New formulation of ductility reduction factor of RC frame-wall dual systems for design under earthquake loadings
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[1] Dimitrios Vamvatsikos,et al. Direct estimation of the seismic demand and capacity of oscillators with multi‐linear static pushovers through IDA , 2006 .
[2] H. Y. Wang,et al. Influence of high mode effects on ductility reduction factors for MDOF shear-type structures , 2013 .
[3] Chris G. Karayannis,et al. Influence of pinching effect of exterior joints on the seismic behavior of RC frames , 2014 .
[4] Peter Fajfar,et al. Consistent inelastic design spectra: Strength and displacement , 1994 .
[5] Peter Fajfar,et al. A Nonlinear Analysis Method for Performance-Based Seismic Design , 2000 .
[6] Chris G. Karayannis,et al. Seismic behaviour of infilled and pilotis RC frame structures with beam–column joint degradation effect , 2011 .
[7] Enrique Alberto Miranda,et al. Generalized Interstory Drift Spectrum , 2006 .
[8] Dimitri E. Beskos,et al. A hybrid force/displacement seismic design method for reinforced concrete moment resisting frames , 2020 .
[9] Mervyn J. Kowalsky,et al. Displacement-based seismic design of structures , 2007 .
[10] T. Paulay,et al. Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .
[11] Mário Lopes,et al. Seismic Behavior of Dual Systems with Column Hinging , 2001 .
[12] Hitoshi Baba,et al. Building Standard Law , 2016 .
[13] Theodore L. Karavasilis,et al. Behavior Factor for Performance-Based Seismic Design of Plane Steel Moment Resisting Frames , 2007 .
[14] Amr S. Elnashai,et al. Overstrength and force reduction factors of multistorey reinforced‐concrete buildings , 2002 .
[15] Michael N. Fardis,et al. RC buildings retrofitted by converting frame bays into RC walls , 2013, Bulletin of Earthquake Engineering.
[16] Mario Ordaz,et al. Estimation of strength-reduction factors for elastoplastic systems : A new approach , 1998 .
[17] D. Beskos,et al. Modal behavior factors for the performance-based seismic design of R/C wall-frame dual systems and infilled-MRFs , 2020 .
[18] Michael N. Fardis,et al. Flexure-controlled ultimate deformations of members with continuous or lap-spliced bars , 2010 .
[19] Michael N. Fardis,et al. Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading , 2013 .
[20] Dimitri E. Beskos,et al. A seismic design method for reinforced concrete moment resisting frames using modal strength reduction factors , 2018, Bulletin of Earthquake Engineering.
[21] Maurice A. Biot. Transient Oscillations in Elastic Systems , 1932 .
[22] B. Borzi,et al. Refined force reduction factors for seismic design , 2000 .
[23] Michael N. Fardis,et al. Deformations at flexural yielding of members with continuous or lap-spliced bars , 2010 .
[24] J. Moehle,et al. Modeling criteria of older non-ductile concrete frame–wall buildings , 2019, Bulletin of Earthquake Engineering.
[25] Andreas J. Kappos,et al. Evaluation of behaviour factors on the basis of ductility and overstrength studies , 1999 .
[26] Anil K. Chopra,et al. Dynamics of Structures: Theory and Applications to Earthquake Engineering , 1995 .
[27] Riko Rosman. Stability and dynamics of shear-wall frame structures , 1974 .
[28] W. J. Hall,et al. Seismic Design Criteria for Nuclear Reactor Facilities , 1973 .
[29] Gerardo M. Verderame,et al. Modeling and Seismic Response Analysis of Italian Code-Conforming Reinforced Concrete Buildings , 2018, Journal of Earthquake Engineering.
[30] Mohsen Gerami,et al. Effects of higher modes and MDOF on strength reduction factor of elastoplastic structures under far and near-fault ground motions , 2017 .
[31] Fawzi E. Elghadamsi,et al. Inelastic earthquake spectra , 1987 .
[32] Eduardo Miranda,et al. Approximate Floor Acceleration Demands in Multistory Buildings. I: Formulation , 2005 .
[33] Michael N. Fardis,et al. Inelastic shears in ductile RC walls of mid-rise wall-frame buildings and comparison to Eurocode 8 , 2014, Bulletin of Earthquake Engineering.
[34] Alessandra Aprile,et al. Sustainable retrofit design of RC frames evaluated for different seismic demand , 2015 .
[35] Huiying Wang,et al. Comparison of ductility reduction factors for MDOF flexure-type and shear-type systems , 2014 .
[36] M. Fardis,et al. Deformations of Reinforced Concrete Members at Yielding and Ultimate , 2001 .
[37] Thomas Paulay. “Seismic Behavior of Dual Systems with Column Hinging” , 2002 .
[38] Chris G. Karayannis,et al. Limit states of RC structures with first floor irregularities , 2013 .
[39] K. Bathe. Finite Element Procedures , 1995 .
[40] Michael N. Fardis,et al. Seismic fragility of RC framed and wall-frame buildings designed to the EN-Eurocodes , 2012, Bulletin of Earthquake Engineering.
[41] William John Goodsir. The design of coupled frame-wall structures for seismic actions , 1985 .
[42] Eduardo Miranda,et al. Approximate Floor Acceleration Demands in Multistory Buildings. II: Applications , 2005 .
[43] Reza Karami Mohammadi,et al. DUCTILITY REDUCTION FACTOR OF MDOF SHEAR-BUILDING STRUCTURES , 2001 .
[44] Müberra Eser Aydemir,et al. Overstrength factors for SDOF and MDOF systems with soil structure interaction , 2016 .
[45] Vitelmo V. Bertero,et al. Evaluation of Strength Reduction Factors for Earthquake-Resistant Design , 1994 .
[46] Iunio Iervolino,et al. REXEL: computer aided record selection for code-based seismic structural analysis , 2010 .
[47] Michael N. Fardis,et al. Upgrading of Resistance and Cyclic Deformation Capacity of Deficient Concrete Columns , 2009 .
[48] Amr S. Elnashai,et al. CALIBRATION OF FORCE REDUCTION FACTORS OF RC BUILDINGS , 2002 .
[49] Eduardo Miranda,et al. Site-Dependent Strength-Reduction Factors , 1993 .
[50] Anil K. Chopra,et al. PERIOD FORMULAS FOR CONCRETE SHEAR WALL BUILDINGS , 1998 .
[51] Katrin Beyer,et al. Ductility reduction factor formulations for seismic design of RC wall and frame structures , 2019 .
[52] Edén Bojórquez,et al. Ductility reduction factors for steel buildings considering different structural representations , 2014, Bulletin of Earthquake Engineering.