Lumped-Plasticity Models for Performance Simulation of Bridge Columns

By Michael Berry, D. Lehman, L. Lowes. 2008

159 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/80d5ebcfb83d73260b2f53394279a64503421ee9

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. M. Kashani
2. N. Alexander
3. Adam J. Crewe
4. L. Lowes

In Civil and Structural Engineering

1. L. Lowes
2. M. Kashani
3. N. Alexander
4. Adam J. Crewe

Citations in the corpus

• Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation (2015, background): “2 Previous research shows that fibre-type section models and lumped or distribution plasticity element can provide highly accurate simulation of the stiffness, strength and cyclic response of RC members through moderate deformation demands [6,7].”