OpenSees
Local shear demand correction model for the analysis of reinforced concrete infilled frames with equivalent struts
Proposing an analytical model that accurately predicts additional shear demand due to frame-infill interaction under seismic loads.
Structural health monitoring of masonry structure by stress sensors: Experimental induced damage tests and proposed numerical approach for real time monitoring
Investigates innovative stress sensors for Structural Health Monitoring in masonry structures.
Cost-effective topology optimization of existing masonry structure seismic reinforcements by a new genetic algorithm-based framework
New framework for the cost optimization of CRM retrofitting in masonry structures involving linear elastic analyses.
Dynamic progressive collapse response of multi-storey frame structures with masonry infills
An analysis of the effect of masonry infills on progressive collapse of RC frame structures.
A new GA-based framework based on Expected Annual Loss for optimizing seismic retrofitting in reinforced concrete frame structures
A novel genetic algorithm-based optimization framework for minimizing seismic retrofitting costs in existing masonry structures
Genetic algorithm-based seismic retrofitting optimization for existing masonry structures
Genetic algorithm-based optimization procedure for the seismic retrofitting of existing masonry structures
AI-based optimization framework for the design of seismic retrofitting of reinforced concrete frame structures based on direct costs and EAL
New advancement on the computer-aided design of seismic retrofitting intervention based on the evaluation of EAL.
Simplified Evaluation of the Additional Shear Demand Due to Masonry Infills
A novel framework based on Expected Annual Loss for optimizing seismic retrofitting in reinforced concrete structures
Dynamic response of infilled frames subject to accidental column losses
Expected Annual Loss oriented seismic retrofitting optimization of RC frame structures using a new AI-based framework
Optimization of steel-jacketing retrofitting of shear-critical and ductility-critical RC frame structures by a novel genetic algorithm framework
A new genetic algorithm-based framework for optimized design of steel-jacketing retrofitting in shear-critical and ductility-critical RC frame structures
A new framework to optimize retrofitting interventions for RC structures with shear and ductility lacks.
Cost and EAL based optimization for seismic reinforcement of RC structures
Cost-based and EAL based optimization algorithms for seismic retrofitting of RC frame structures
Genetic algorithm-based optimization of RC frame structures retrofitting with steel jacketing
Optimal seismic retrofitting of reinforced concrete buildings by steel-jacketing using a genetic algorithm-based framework
The first application of genetic algorithms to pinpoint the optimal arrangement of steel jacketing retrofitting interventions on RC columns.