Hyo-Nam Cho
- Reliability-based fatigue failure analysis for causes assessment of a collapsed steel truss bridge. Dans: Engineering Failure Analysis, v. 8, n. 4 (août 2001). (2001):
- A Practical Reliability-based Capacity Rating Of Existing Road Bridges. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1988, n. 398 (octobre 1988). (1988):
- Damage assessment of cable stayed bridge using probabilistic neural network. Dans: Structural Engineering and Mechanics, v. 17, n. 3-4 (mars 2004). (2004):
- Probability-based working stress design code. Présenté pendant: IABSE Symposium: Safety and Quality Assurance of Civil Engineering Structures = Sécurité et assurance de la qualité des structures de génie civil = Sicherheit und Qualitätssicherung von Ingenieurbauwerken, Tokio, Japan, 1986. (1986):
- Life-cycle cost-effective optimum design of steel bridges. Dans: Journal of Constructional Steel Research, v. 60, n. 11 (novembre 2004). (2004):
- Development of elastic damage load theorem for damage detection in a statically determinate beam. Dans: Computers & Structures, v. 82, n. 29-30 (novembre 2004). (2004):
- Risk Assessment Methodology for Underground Construction Projects. Dans: Journal of Construction Engineering and Management, v. 130, n. 2 (avril 2004). (2004):
- Seismic risk analysis of frames with uncertain support and PR connection conditions. Dans: KSCE Journal of Civil Engineering, v. 5, n. 4 (décembre 2001). (2001):
- An experience of practical reliability-based safety assessment and capacity rating. Dans: KSCE Journal of Civil Engineering, v. 8, n. 1 (janvier 2004). (2004):
- Risk assessments of long-span bridges considering life-cycle cost concept and near-fault ground motion effect. Dans: International Journal of Steel Structures, v. 10, n. 1 ( 2010). (2010):
- Safety-based multi-objective life-cycle management system for steel box girder bridges. Dans: Structure and Infrastructure Engineering, v. 8, n. 3 (mars 2012). (2012):
- Field load testing and reliability-based integrity assessment of segmental PC box girder bridges before opening to traffic. Dans: Engineering Structures, v. 20, n. 11 (novembre 1998). (1998):
- Life-cycle cost-effective optimum design of steel bridges considering environmental stressors. Dans: Engineering Structures, v. 28, n. 9 (juillet 2006). (2006):
- Modeling and detection of damage using smeared crack model. Dans: Engineering Structures, v. 26, n. 2 (janvier 2004). (2004):