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The Institute of Theoretical and Applied Mechanics
11
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
FINITE ELEMENT ANALYSES ON FREE FROM DAMAGE SEISMIC RESISTING BEAM-TO-COLUMN JOINTS
D'Aniello, Mario
;
Piluso, Vincenzo
The seismic design strategy implemented in current codes is based on the capacity design principles that allow the formation of plastic hinges into predefined parts of th [...]
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2.
Original version of the author's contribution as presented on CD, section: [RS33] Steel Structures .:
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FINITE ELEMENT ANALYSES ON SEISMIC RESPONSE OF PARTIAL STRENGTH EXTENDED STIFFENED JOINTS
Tartaglia, Roberto
;
Swanson, James
Extended stiffened end-plate bolted joints are widely used in seismic resistant steel frames. In the United States (US) this type of joint is seismically pre-qualified ac [...]
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3.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
FINITE ELEMENT MODELLING OF DETACHABLE SHORT LINKS
Zimbru, Mariana
;
Dubina, Dan
Eccentrically braced frames with replaceable links are viable seismic resisting systems that guarantee large dissipative capacity and quick and easy replacement of the da [...]
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4.
Original version of the author's contribution as presented on CD, section: [MS27] Advanced numerical methods for historical masonry monuments preservation in seismic zone .:
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ON THE USE OF POINT CONTACT MODELS FOR COLLAPSE MECHANISM AND DYNAMIC ANALYSIS OF MASONRY STRUCTURES
Portioli, Francesco
;
Landolfo, Raffaele
In this paper, we discuss the main issues concerning the use of point-based models to represent contact interactions in computational limit analysis and non-smooth contac [...]
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5.
Original version of the author's contribution as presented on CD, section: [MS30] Dynamics and Seismic Response of Rocking and Self-centering Structures .:
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NON-SMOOTH CONTACT DYNAMICS OF PLANAR MASONRY STRUCTURES USING MATHEMATICAL PROGRAMMING
Portioli, Francesco
;
Landolfo, Raffaele
In this paper an incremental formulation for contact dynamic analysis of masonry block structures is presented. The model is composed of rigid bodies interacting at poten [...]
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6.
Original version of the author's contribution as presented on CD, section: [MS18] Modeling the Nonlinear Behavior of Structures .:
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RINTC PROJECT: NONLINEAR DYNAMIC ANALYSES OF ITALIAN CODE-CONFORMING STEEL SINGLE-STOREY BUILDINGS FOR COLLAPSE RISK ASSESSMENT
Scozzese, Fabrizio
;
Landolfo, Raffaele
This paper reports on the results of an ongoing Research Project aimed at computing the risk of collapse in new buildings conforming to the Italian Seismic Design Code. C [...]
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7.
Original version of the author's contribution as presented on USB, paper 346.:
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Seismic Response of Compound Steel Columns With Partially-Restrained Exposed Base-Plate Connections
Corte, Gaetano Della
;
Landolfo, Raffaele
This paper describes a comparison of experimental results and theoretical predictions regarding the lateral forcedisplacement response of compound steel columns with part [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4233.:
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Limit analysis of brick masonry shear walls with openings under later loads by rigid block modeling
Portioli, Francesco
;
Foraboschi, Paolo
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9.
Original version of the author's contribution as presented on CD, paper No. 4200.:
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The effect of different modelling approach on seismic analysis of steel concentric braced frames
D`Aniello, Mario
;
Landolfo, Raffaele
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10.
Original version of the author's contribution as presented on CD, paper No. 4190.:
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Overstrength of shear links in eccentric braces
Corte, Gaetano Della
;
Landolfo, Raffaele
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