A rotating smeared crack approach in Sequentially Linear Analysis using the Elastic-brittle fraction model

Simulation of Brittle Collapse Mechanisms in Historical Masonry Using Sequentially Linear Analysis (SLA)

A multi-surface interface model for sequentially linear methods to analyse masonry structures

Simulating quasi-brittle failure in structures using Sequentially Linear Methods: Studies on non-proportional loading, constitutive modelling, and computational efficiency

Non-proportional loading in sequentially linear solution procedures for quasi-brittle fracture: A comparison and perspective on the mechanism of stress redistribution

Mimicking a rotating crack model within sequentially linear analysis using an elastic-perfectly brittle sublayer model

From sequentially linear analysis to incremental sequentially linear analysis: Robust algorithms for solving the non-linear equations of structures of quasi-brittle materials

Non-proportional loading in sequentially linear analysis for 3D stress states

Two solution strategies to improve the computational performance of Sequentially Linear Analysis for quasi-brittle structures

Validation of Sequentially Linear Analysis by simulating structural behaviour of masonry components

Sequentially linear analysis with equivalent frame method to simulate unreinforced masonry structures

Incremental sequentially linear analysis to control failure for quasi-brittle materials and structures including non-proportional loading

Modelling in-plane behaviour of masonry shear walls through a predefined crack pattern at macro level

Developments in reinforced glass beams: Using post-tensioned GFRP strips, fibreglass fabric and sequential linear analysis

Sequentially linear analysis for simulating brittle failure

Algorithm for Non-proportional Loading in Sequentially Linear Analysis

Propagation and band width of smeared cracks

Sequentially linear modelling of combined tension/compression failure in masonry structures

Extension and Verification of Sequentially Linear Analysis to Solid Elements

Simulation of steel-concrete bond-slip with sequentially linear analysis using interface elements