Free Vibration Analysis of Prestressed Timoshenko Beams Using the Modal Analysis Method
Natural frequencies and mode shapes are important features in the static analysis of beam structures.
Applying Mixed FEM in Non-linear Dynamic Analysis of Plane Truss with Length Imperfection
The article presents the dynamic analysis of plane trusses with the length imperfection of elements.
Effect of Reinforcement Ratios on Time-Dependent Deflection of Hybrid GFRP/Steel Reinforced Concrete Beams
The paper experimentally investigated the influence of steel reinforcement ratio on time-dependent deflections in hybrid
Impact of sea embankment works in Cat Hai Island-district (Hai Phong city, Vietnam) on hydrodynamic fields and sediment transport
Coastal contruction works have a certain impact on hydrodynamic fields. The MIKE 21/3 model is
Effect of Longitudinal Steel Reinforcement on Shear-Flexural Behavior of Hybrid GFRP/Steel Reinforced Concrete Beams
This paper presents experimental results on shear-flexural behavior of concrete beams reinforced with a combination
Structural condition assessment in accordance with the viscoelastic model for bridge health monitoring
The vibration-based structural condition assessment methods have been widely applied for the problem of damage
Forecast settlement of buildings surrounding deep excavations in Vinh city
Vinh City currently has many high-rise buildings with basements built using modern construction methods while
A Model for Predicting the Bearing Capacity of the Soil-Cement Columns Using the Soil Resistivity
Soil-Cement Column (SCC) is a semi-rigid structure of which quality could not be thoroughly assessed
Preparation, Characterization and Corrsion Resistance of Epoxy Nanocomposites Added ZnO Nanoparticles and MWCNT in Coating on Q235 Steel
The effect of the addition of ZnO nanoparticles, multi-walled carbon nanotubes (MWCNT) to epoxy coatings
Analysis of free cable vibration with material damping for an applied cable-stayed bridge
Recently, monitoring cable tension is an important problem in assessing the condition of cable-stayed structures.