A5034067761- Structural Load-Bearing Analysis
- Structural Engineering and Vibration Analysis
- Structural Behavior of Reinforced Concrete
- Fire effects on concrete materials
- Concrete Corrosion and Durability
- Mechanical stress and fatigue analysis
- Structural Engineering and Materials Analysis
- Civil and Structural Engineering Research
- Structural Health Monitoring Techniques
- Structural Analysis and Optimization
- Engineering Structural Analysis Methods
- Structural Integrity and Reliability Analysis
- BIM and Construction Integration
- Composite Structure Analysis and Optimization
- Vibration and Dynamic Analysis
- Innovations in Concrete and Construction Materials
- Fatigue and fracture mechanics
- Advanced Surface Polishing Techniques
- Masonry and Concrete Structural Analysis
- Irrigation Practices and Water Management
- Structural Response to Dynamic Loads
- Railway Engineering and Dynamics
- Concrete Properties and Behavior
- Corrosion Behavior and Inhibition
- Concrete and Cement Materials Research
Universitat Politècnica de Catalunya
2015-2024
University of Liège
2018
Polytechnic University of Puerto Rico
1996
Unidades Centrales Científico-Técnicas
1987
Consejo Superior de Investigaciones Científicas
1987
Temperature distributions in concrete bridges are nonlinear and induce self‐equilibrated stress distributions. Such depend on several variables (environmental conditions, physical material properties, location of bridge). On the other hand, temperature box girder cross‐section geometry. In this paper an analytical model to predict is briefly presented. The results derived from compared with experimental obtained by authors. addition, parametric studies needed analyze influence geometry...
Austenitic stainless steel is an excellent construction material for structures required to withstand accidental loads such as seismic and/or fire events due its appropriate mechanical properties, including high ductility, considerable strain hardening and good resistance. In recent years, a amount of research has been devoted the understanding structural performance single isolated members. However, new trends in design philosophy moving from current member-based methods direct system-based...
First Name is required invalid characters Last Email Address Invalid
This paper presents a finite element model for the analysis of composite beams with partial interaction. In this model, elements are modeled by six different types frame elements. Compared other methods presented in literature, main advantages proposed method as follows: (1) intuitiveness, present close and easy to understand relation structural behavior beam; (2) applicability directly provides useful information design work; (3) versatility generalization dealing any combination loading...
Austenitic stainless steels offer a suitable combination of high ductility, adequate toughness, considerable strain hardening and good fire resistance, making them excellent construction materials, especially for structures subjected to accidental loading such as seismic and/or events. With most the research over recent years devoted behaviour single isolated steel members, advances on structural systems are scarce, yet necessary, further development design codes. Hence, an extensive...