Shear Plastic Constitutive Behavior for Near-Fault Ground Motion

AbstractThe analysis of structures subjected to earthquake actions can be carried out by means of several methods with different levels of accuracy, among which the nonlinear dynamics is generally ...

[1]  Antonio Gesualdo,et al.  On the bounding of limit multipliers for combined loading , 2010, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences.

[2]  On elastic-plastic and rigid-plastic dynamic response with strain rate sensitivity , 1985 .

[3]  Taijiro Nonaka,et al.  Shear and bending response of a rigid-plastic beam to blast-type loading , 1977 .

[4]  Ahmed Y. Elghazouli,et al.  Rigid‐plastic models for the seismic design and assessment of steel framed structures , 2009 .

[5]  Antonio Gesualdo,et al.  Influence of actual plastic hinge placement on the behavior of ductile frames , 2014 .

[6]  Antonio Gesualdo,et al.  Equilibrium formulation of masonry helical stairs , 2017 .

[7]  P. S. Symonds,et al.  Parkes revisited: On rigid-plastic and elastic-plastic dynamic structural analysis , 1984 .

[8]  Antonio Gesualdo,et al.  Numerical Analysis of Rigid Body Behaviour , 2016 .

[9]  Nicos Makris,et al.  Estimating time scales and length scales in pulselike earthquake acceleration records with wavelet analysis , 2011 .

[10]  L. S. Lee,et al.  Approximate solutions of impulsively loaded structures of a rate sensitive material , 1970 .

[11]  Mariateresa Guadagnuolo,et al.  The role of friction in the seismic risk mitigation of freestanding art objects , 2014, Natural Hazards.

[12]  A DISPLACEMENT BOUND PRINCIPLE FOR INELASTIC CONTINUA SUBJECTED TO CERTAIN CLASSES OF DYNAMIC LOADING , 1965 .

[13]  D. L. Smith,et al.  Investigation of rigid-plastic beams subjected to impact using linear complementarity , 2013 .

[14]  K. Tsai,et al.  Extremely large displacement dynamic analysis of elastic–plastic plane frames , 2011 .

[15]  The determination of mode shapes for dynamically loaded rigid-plastic structures , 1981 .

[16]  George Mylonakis,et al.  Yielding oscillator subjected to simple pulse waveforms: numerical analysis & closed‐form solutions , 2006 .

[17]  Giuliano Augusti.  Rigid-plastic structures subject to dynamic loads , 1970 .

[18]  George P. Mavroeidis,et al.  A Mathematical Representation of Near-Fault Ground Motions , 2003 .

[19]  Yinghua Liu,et al.  DYNAMIC ELASTOPLASTIC ANALYSIS USING THE MESHLESS LOCAL NATURAL NEIGHBOR INTERPOLATION METHOD , 2011 .

[20]  Qingming Li.  Continuity conditions at bending and shearing interfaces of rigid, perfectly plastic structural elements , 2000 .

[21]  L. S. Lee,et al.  Mode Responses of Dynamically Loaded Structures , 1972 .

[22]  Nicos Makris,et al.  Planar rocking response and stability analysis of an array of free‐standing columns capped with a freely supported rigid beam , 2013 .

[23]  Swaminathan Krishnan,et al.  Mechanism of Collapse of Tall Steel Moment-Frame Buildings under Earthquake Excitation , 2012 .

[24]  Avigdor Rutenberg.  The seismic shear of ductile cantilever wall systems in multistorey structures , 2004 .

[25]  Qingming Li,et al.  Pulse loading shape effects on pressure–impulse diagram of an elastic–plastic, single-degree-of-freedom structural model , 2002 .

[26]  Mariano Modano,et al.  M-N Interaction Effect on the Frames Failure Mechanisms , 2016 .

[27]  Tongxi Yu,et al.  The sensitivity analysis of a geometrically unstable structure under various pulse loading , 2014 .

[28]  Antonio Gesualdo,et al.  Constitutive behaviour of quasi-brittle materials with anisotropic friction , 2015 .

[29]  Antonio Gesualdo,et al.  Structural modeling and conservation of single columns in archaeological areas , 2015 .

[30]  A. Paglietti,et al.  Rigid-Plastic Approximation to Predict Plastic Motion Under Strong Earthquakes , 2001 .

[31]  C. Padmanabhan,et al.  Experimental and numerical investigations of impacting cantilever beams part 1: first mode response , 2012 .

[32]  M. D. Olson,et al.  SIMPLIFIED DYNAMIC ANALYSIS OF RIGID-PLASTIC BEAMS , 1989 .