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.