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| Model ID | Description | Tags | Source | Files | Update Date |
|---|---|---|---|---|---|
| 0001_fiber_column | 1D frame element with fixed base, elastic section with additional fiber section at the other end - reinforced concrete - vertical and horizontal nonlinear static analysis | column, reinforcedConcrete, frameStructure, 1Delements, Steel02, Concrete02, RectanguarFiberSection, displBeamColumn, verticalAnalysis, nonlinearStaticAnalysis | E-learning 02 Modelling a Reinforced Concrete Frame Structure (English E-Learning) | 21/04/2022 | |
| 0002_shear_wall_3d | RC shell layered shear wall with side columns and rigid material for application of load - vert and horiz static analysis with nodal force and prescribed displacement | wall, reinforcedConcrete, macro-modelling, shellStructure, 2Delements, DamageTC3D, Concrete02, RectanguarFiberSection, LayeredShell, PlateRebar, ShellDKGQ, ShellDKGT, displBeamColumn, nonlinearStaticAnalysis | E-learning 02 Modelling a Reinforced Concrete Frame Structure (English E-Learning) | 21/04/2022 | |
| 0003_JRC_wall | Micro-modeling of masonry structure and nonlinear analysis, with a cyclic displacement control. Inclusion of micro-structural components (bricks and mortar joints) with nD Damage materials. | wall, masonry, micro-modelling, shellStructure, 2Delements, DamageTC3D, PlaneStress, ElasticIsotropic, quad, horizontalAnalysis, nonlinearStaticAnalysis | E-learning 04 Masonry Micro-modelling | 29/10/2021 | |
| 0004_frameBasic | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Gravity and horizontal nonlinear analysis. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, forceBeamColumn, rigidDiaphragm, nonlinearStaticAnalysis | E-learning 05 Nonlinear Modeling of RC Frames (Distributed Plasticity) | 21/04/2022 | |
| 0005_frameShear | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Gravity and horizontal nonlinear analysis. Additional Modified Ibarra Medina Krawinkler constitutive model for modelling distributed shear behaviour with the use of the section aggregator. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, modIMKPinching, sectionAggregator, forceBeamColumn, rigidDiaphragm, nonlinearStaticAnalysis | E-learning 05 Nonlinear Modeling of RC Frames (Distributed Plasticity) | 22/04/2022 | |
| 0006_frameAxialRelease | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Modified Ibarra Medina Krawinkler constitutive model for modelling distributed shear behaviour with the use of the section aggregator. Additional geometric and property definition for adding an axial release, avoiding the increase of axial load on the beam connected with the rigid diaphragm. Gravity and horizontal nonlinear analysis. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, modIMKPinching, sectionAggregator, forceBeamColumn, rigidDiaphragm, axialRelease, nonlinearStaticAnalysis | E-learning 05 Nonlinear Modeling of RC Frames (Distributed Plasticity) | 22/04/2022 | |
| 0007_frameJoint | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Modified Ibarra Medina Krawinkler constitutive model for modelling distributed shear behaviour with the use of the section aggregator. Axial release, and manual joint geometric and property definition with Pinching4 for joint shear constitutive law and zeroLengthMaterial for assigning the shear behaviour in the 4th and 5th direction. Gravity and horizontal nonlinear analysis. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, modIMKPinching, sectionAggregator, forceBeamColumn, rigidDiaphragm, rigidLink, axialRelease, Pinching4, jointModelling, nonlinearStaticAnalysis | E-learning 05 Nonlinear Modeling of RC Frames (Distributed Plasticity) | 22/04/2022 | |
| 0008_frameDistributed | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Distributed approach to plasticity with the use of fiber sections. Gravity and horizontal nonlinear analysis. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, rigidDiaphragm, distributedPlasticity, nonlinearStaticAnalysis | E-learning 07 Nonlinear Modeling of RC Frames (Lumped Plasticity) | 22/04/2022 | |
| 0009_frameLumped(FL) | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Lumped over a finite length approach to plasticity with the use of fiber sections and HingedBeam physical property in STKO. Gravity and horizontal nonlinear analysis. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, rigidDiaphragm, lumpedPlasticity, finiteLength, zerolengthMaterial, zeroLengthElement, HingedBeamPP, HIngedBeam, nonlinearStaticAnalysis | E-learning 07 Nonlinear Modeling of RC Frames (Lumped Plasticity) | 22/04/2022 | |
| 0010_frameLumped(ZL) | 1D frame, 1 span 1 story RC sections, fixed base and rigid diaphragm. Lumped over a zero length approach to plasticity with the use of zeroLength elements and HingedBeam physical property in STKO. Gravity and horizontal nonlinear analysis. | frameStructure, 1Delements, Steel02, Concrete01, RectangularFiberSection, rigidDiaphragm, lumpedPlasticity, zeroLength, zerolengthMaterial, zeroLengthElement, HingedBeamPP, HIngedBeam, nonlinearStaticAnalysis | E-learning 07 Nonlinear Modeling of RC Frames (Lumped Plasticity) | 22/04/2022 | |
| 0011_ModContinuoparallelo | Quadrilateral shell model with brick and mortar. Damage material, elastic truss | IMPLEX, damage material, adaptive time step, brick and mortar | N/A | 26/04/2022 | |
| 0012_E2building_2floors_xdirection | Two-story masonry building. Cement blocks with reinforcing bars. R.C. fiber cross-section beams for both bond beams and masonry. | masonry, two-story building, cement blocks, reinforced fibers, bond beams | N/A | 27/04/2022 | |
| 0017_E2building_dynamic | Four-story masonry building. Cement blocks with reinforcing bars. R.C. beams with fiber section, both for bond beams and masonry. Dynamic analysis in x and y with damping | masonry, four-story building, cement blocks, reinforced fibers, bond beams, reinforced concrete, dynamic analysis, damping | N/A | 27/04/2022 | |
| 0021_E2builderX-masses | Three-story masonry building. Cement blocks with reinforcing bars. R.C. beams with fiber section, both for bond beams and masonry. Push over analsis run. | masonry, three-story building, cement blocks, reinforced fibers, bond beams, reinforced concrete, adaptive time step, pushover analysis | N/A | 27/04/2022 | |
| 0025_E8building_threestoris_+Xmasses | Three-story masonry building. Cement blocks with reinforcing bars. R.C. beams with fiber section, both for bond beams and masonry. Push over analsis run. | masonry, three-story building, cement blocks, reinforced fibers, bond beams, reinforced concrete, adaptive time step, pushover analysis, Pinching4 | N/A | 27/04/2022 |