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1. Failure assessment of deteriorated steel light poles

2. Development of Dynamic Load Factors for Human Walking Excitation for Floor Vibration Design

3. Simulation and Automated Modeling of Microwave Circuits: State-of-the-Art and Emerging Trends

4. Structural Assessment Techniques for In-Service Crossarms in Power Distribution Networks

5. Determination of contact force by compression testing of cylindrical specimens

6. Overturning of Non-Structural Components in Low-Moderate Seismicity Regions

7. The influence of plasterboard clad walls on the structural behaviour of low rise residential buildings

14. Fast and Stable Transient Simulation of Nonlinear Circuits Using the Numerical Inversion of the Laplace Transform

19. Fast and Stable Circuit Simulation via Interpolation- Supported Numerical Inversion of the Laplace Transform

20. Parameterized Periodic Steady-State Analysis via Reduced-Order Modeling

21. Development and challenges in finite element modelling of post-installed anchors in concrete

22. A review on condition assessment technologies for power distribution network infrastructure

26. Improvements to torque versus tension relationship considering nut dilation effects

28. Structural health assessment techniques for in-service timber poles

29. Fast and Stable Time-Domain Simulation Based on Modified Numerical Inversion of the Laplace Transform

34. Product performance - a review of construction product conformity assessment

35. Tension stiffening model for lightly confined reinforced concrete elements

38. A State-of-the-Art Guide for Post-Installed Reinforcement

42. Simulation and Automated Modeling of Microwave Circuits: State-of-the-Art and Emerging Trends

43. A simulation-based approach for assessment of injection moulded part quality made of recycled olefins

47. Evaluation of Concrete Material Properties at Early Age

49. Health monitoring of timber poles using time–frequency analysis techniques and stress wave propagation

50. Collapse probability of soft-storey building in Australia and implications for risk-based seismic design

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