Yin-Ming Po
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Research Subjects
Research Interests
Yin-Ming Po has a total of 10 co-authors. Here are the top co-authors by number of shared publications:
- Chih-Ping Lin
Department of Civil Engineering, National Yang Ming Chiao Tung University, Hsinchu, Taiwan
3 shared publications - Ernian Pan
Department of Civil Engineering National Yang Ming Chiao Tung University Hsinchu Taiwan
2 shared publications - Shih-Hsien Yang
Department of Civil Engineering, National Cheng Kung University, Tainan City, Taiwan
2 shared publications Ernian Pan
1 shared publication- Kun-Lin Tsai
Department of Civil Engineering, National Yang Ming Chiao Tung University, Hsinchu, Taiwan
1 shared publication Quoc Kinh Tran
1 shared publication
Latest Publications
- 13 April 2026
- Published by Elsevier in Measurement
- Vol. 276
Non-destructive testing methods for in-situ pavement profiling: a review and comparative assessment
- 13 April 2026
- Published by Elsevier in Measurement
- Vol. 276
Non-destructive testing methods for in-situ pavement profiling: a review and comparative assessment
- Open Access
- 2 December 2024
- Published by Springer Nature in International Journal of Pavement Research and Technology
- Vol. 19 (4) , 863-875
Fatigue and Rutting Life Design of Layered Flexible Pavements Via Advanced MultiSmart3D
This paper introduces a graphical user interface (GUI) built on the foundation of MultiSmart3D_Dynamics (or simply MultiSmart3D ) code. Through this GUI, we calculate the pavement design parameters associated with fatigue cracking and rutting deformation. Besides the time-harmonic loading case, the moving loading case is further analyzed based on a simple relation between the moving velocity and frequency. Several numerical examples pertaining to static and dynamic (time-harmonic and moving) responses are studied for two typical pavement structures in Taiwan. The efficiency and accuracy of MultiSmart3D GUI are validated by comparing the present results with those from experimental loading frequency and real-world frequency. Our results reveal that the thickness of the asphalt concrete and base layers have a significant impact on fatigue and rutting lives. In addition, we have found that incorporating dynamic load into the structure may offer potential benefits in terms of cost reduction for optimizing the lifespan of the pavement.
- 2 December 2024
- Published by Springer Nature in International Journal of Pavement Research and Technology
- Vol. 19 (4) , 863-875
Open AccessFatigue and Rutting Life Design of Layered Flexible Pavements Via Advanced MultiSmart3D
This paper introduces a graphical user interface (GUI) built on the foundation of MultiSmart3D_Dynamics (or simply MultiSmart3D ) code. Through this GUI, we calculate the pavement design parameters associated with fatigue cracking and rutting deformation. Besides the time-harmonic loading case, the moving loading case is further analyzed based on a simple relation between the moving velocity and frequency. Several numerical examples pertaining to static and dynamic (time-harmonic and moving) responses are studied for two typical pavement structures in Taiwan. The efficiency and accuracy of MultiSmart3D GUI are validated by comparing the present results with those from experimental loading frequency and real-world frequency. Our results reveal that the thickness of the asphalt concrete and base layers have a significant impact on fatigue and rutting lives. In addition, we have found that incorporating dynamic load into the structure may offer potential benefits in terms of cost reduction for optimizing the lifespan of the pavement.