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The Institute of Theoretical and Applied Mechanics
22
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
NUMERICAL SIMULATION OF OUT-OF-PLANE INSTABILITY OF REINFORCED CONCRETE THIN WALLS
Rosso, Angelica
;
Beyer, Katrin
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2.
Original version of the author's contribution as presented on CD, section: .:
PDF
MODELLING THE EFFECT OF SHORT LAP SPLICES ON REINFORCED CONCRETE WALLS WITH NONLINEAR SHELL AND BOND-SLIP ELEMENTS
Tarquini, Danilo
;
Beyer, Katrin
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3.
Original version of the author's contribution as presented on CD, section: [MS18] Modeling the Nonlinear Behavior of Structures .:
PDF
AXIALLY EQUILIBRATED DISPLACEMENT-BASED BEAM ELEMENT: IMPLEMENTATION IN OPENSEES AND APPLICATION TO DYNAMIC ANALYSIS OF STRUCTURES
Tarquini, Danilo
;
Beyer, Katrin
Experimental tests on the inelastic behavior of RC bridge piers have shown that, due to tension shift effects, the curvature profile above the base section of the structu [...]
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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 .:
PDF
NUMERICAL INVESTIGATION OF MASONRY STRUCTURES ON THE MICRO LEVEL
Zhang, Shenghan
;
Beyer, Katrin
Stone masonry structures are very vulnerable to earthquake loading due to their low strength and brittle behavior. In order to ensure the structural safety of such buildi [...]
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5.
Original version of the author's contribution as presented on USB, paper 411.:
PDF
Effective Stiffness and Drift Capacity of Urm Walls: Are Analytical Models An Alternative To Empirical Approaches?
Beyer, Katrin
;
Wilding, Bastian
Code design of unreinforced masonry (URM) brick buildings is based on elastic analysis, which requires as input, among others, estimates of the in-plane drift capacity at [...]
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6.
Original version of the author's contribution as presented on USB, paper 3167.:
PDF
An Enhanced Displacement-Based Element To Account for Tension Shift Effects
Almeida, Joao
;
Tarquini, Danilo
Engineers and researchers often use nonlinear beam-column elements to simulate the response of reinforced concrete structures. Namely, distributed plasticity elements are [...]
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7.
Original version of the author's contribution as presented on USB, paper 2530.:
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Analytical Model for Slab-Column Connections Subjected To Cyclically Increasing Drifts
Muttoni, Aurelio
;
Drakatos, Ioannis-Sokratis
Reinforced concrete (RC) flat slabs supported on columns are one of the most widely used structural systems for office and industrial buildings. In regions of medium to h [...]
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8.
Original version of the author's contribution as presented on USB, paper 2539.:
PDF
Experimental Tests on the Out-Of-Plane Response of RC Columns Subjected To Cyclic Tensile-Compressive Loading
Rosso, Angelica
;
Beyer, Katrin
Over the last few years the increasing demand of housing for low income population in Colombia and several neighboring countries, associated to the significant increase o [...]
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9.
Original version of the author's contribution as presented on USB, paper 2503.:
PDF
Practical Nonlinear Modeling of U-Shaped Reinforced Concrete Walls Under Bi-Directional Loading
Beyer, Katrin
;
Piatos, Gian
Reinforced concrete (RC) structural walls are the most commonly used structural elements in buildings to resist lateral load imposed by earthquakes. Therefore, analytical [...]
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10.
Original version of the author's contribution as presented on USB, paper 2373.:
PDF
Reinforced Concrete Wall Response Under Uni- and Bi-Directional Loading: Findings From Experimental Research and Future Research Needs
Pampanin, Stefano
;
Beyer, Katrin
During an earthquake, structures are subjected to both horizontal and vertical shaking. Most structures are rather insensitive to variations in the vertical acceleration [...]
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