Assessment of Cause-Effect of Design Defects in the Implementation Phase of Construction Projects

Design-related risks negatively affect construction project performance,  in which, design defects (DD) are considered as

Seismic Structure-Soil-Structure Interaction (SSSI) between piled neighboring bridges: Influence of height ratio

This paper investigates the influence of the height ratios of three dissimilar adjacent bridges with

Nonlinear ANN Modeling for Predicting Ultimate Strength of CFST Columns

Artificial Neuron Network (ANN) applications are growing strongly in many scientific fields. Especially in the

Strengthening Pre-cracked Post-tensioned Concrete Beams with CFRP Composites (Full Paper)

The effectiveness of externally bonded carbon fiber-reinforced polymer (CFRP) systems in strengthening pre-cracked concrete beams

Mixed FEM for Geometrically Nonlinear Analysis of Truss System with Multi-Freedom Constraints Subjected to Mechanical and Thermal Load

This paper is concerned with the formulation and solution technique of the geometrically nonlinear truss

Using Lagrange Multiplier Method in Dynamic Finite Element Analysis of Frames with Nonlinear Multi-Freedom Constraints under Harmonic Loading

This paper focuses on the dynamic finite element analysis of the frames having nonlinear multi-freedom

Evaluation of shallow pipes under various loading conditions

Abstract. Underground infrastructure system is an essential component for urban because they enable to ensure

1094SHM23_Damage assessment in beam-like structures by correlation of spectrum using machine learning

Damage assessment in the actual operating process of the structure is a modern and exciting

1106SHM23_Study on an Unscented Kalman filter to identify dynamic parameters of the ball screw feed drive system

Today, the problem of system identification (SI), which includes estimating the dynamic parameters of a

1093SHM23_Analysis of free cable vibration with material damping for an applied cable-stayed bridge

Recently, monitoring cable tension has been an important problem in assessing the condition of cable-stayed