Flexural Behavior of RC Beams Strengthened with CFRP Plate Using Multi-directional Channel-type Anchorage System
Design Automation System for Concrete Slab Bridge using Vector Graphic
3-D Concrete Model Using Non-associated Flow Rule in Dilatant-Softening Region of Multi-axial Stress State
구조물진단학회지 편집위원회 운영지침 외