Nothing Special   »   [go: up one dir, main page]

Pelliciari et al., 2020 - Google Patents

A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements

Pelliciari et al., 2020

View PDF
Document ID
5976455878203628481
Author
Pelliciari M
Briseghella B
Tondolo F
Veneziano L
Nuti C
Greco R
Lavorato D
Tarantino A
Publication year
Publication venue
Structure and Infrastructure Engineering

External Links

Snippet

This paper presents a smooth hysteresis model for reinforced concrete (RC) structural elements based on the differential equation of the Bouc–Wen model. Stiffness degradation and strength degradation are defined by introducing a damage index that includes both …
Continue reading at iris.unimore.it (PDF) (other versions)

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06FELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50Computer-aided design
    • G06F17/5009Computer-aided design using simulation
    • G06F17/5018Computer-aided design using simulation using finite difference methods or finite element methods
    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06FELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/50Computer-aided design
    • G06F17/5086Mechanical design, e.g. parametric or variational design
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N2203/00Investigating strength properties of solid materials by application of mechanical stress
    • G01N2203/0058Kind of property studied
    • G01N2203/0069Fatigue, creep, strain-stress relations or elastic constants
    • G01N2203/0075Strain-stress relations or elastic constants
    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06FELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/30Information retrieval; Database structures therefor; File system structures therefor
    • G06F17/30861Retrieval from the Internet, e.g. browsers
    • GPHYSICS
    • G06COMPUTING; CALCULATING; COUNTING
    • G06FELECTRICAL DIGITAL DATA PROCESSING
    • G06F17/00Digital computing or data processing equipment or methods, specially adapted for specific functions
    • G06F17/20Handling natural language data

Similar Documents

Publication Publication Date Title
Pelliciari et al. A degrading Bouc–Wen model for the hysteresis of reinforced concrete structural elements
Afsar Dizaj et al. Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of reinforced concrete structures
Pelliciari et al. Parameter identification of degrading and pinched hysteretic systems using a modified Bouc–Wen model
Ceresa et al. Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading—state of the art
Celik et al. Modeling beam-column joints in fragility assessment of gravity load designed reinforced concrete frames
El Ouni et al. Data-driven analysis of concrete-filled steel-tube CFRP-confined NSC columns
Noor-E-Khuda et al. Masonry walls under combined in-plane and out-of-plane loadings
Baradaran Shoraka et al. Mechanical model for non ductile reinforced concrete columns
Verderame et al. Experimental investigation of exterior unreinforced beam-column joints with plain and deformed bars
Ning et al. Beam-column joint model for nonlinear analysis of non-seismically detailed reinforced concrete frame
Bui et al. Evaluation of one-way shear behaviour of reinforced concrete slabs: experimental and numerical analysis
Ferreira et al. Shear strengthening of reinforced concrete beams by means of vertical prestressed reinforcement
Gullu et al. Nonlinear finite element modeling of reinforced concrete walls with varying aspect ratios
Vemuri et al. Numerical simulation of soft brick unreinforced masonry walls subjected to lateral loads
Zona et al. Finite-element model updating and probabilistic analysis of timber-concrete composite beams
Ribeiro et al. Implementation and calibration of finite-length plastic hinge elements for use in seismic structural collapse analysis
Mohamed et al. Robust calibration of macro-models for the in-plane behavior of masonry infilled RC frames
Arruda et al. State of the art on structural reinforced concrete design guidelines with non-linear analyses
Han et al. Seismic capacity evaluation of interior shear keys for highway bridges
Pham et al. Investigation of strain evolutions in prestressed reinforced concrete beams based on nonlinear finite element analyses considering concrete plasticity and concrete damaged plasticity
Bedriñana et al. Design-oriented machine-learning models for predicting the shear strength of prestressed concrete beams
Skar et al. Cohesive cracked-hinge model for simulation of fracture in one-way slabs on grade
Wu et al. Cyclic constitutive model for strain-hardening cementitious composites
Huang et al. Finite element analysis of shear deformation in reinforced concrete shear-critical beams
Augusto et al. Ductility-equivalent viscous damping relationships for beam-to-column partial-strength steel joints