Evaluation of Structural Behavior of Large Studs Using Partial Composite Beams |
Shim, Chang Su
(중앙대학교 토목공학과)
Lee, Pil Goo (RIST 토목구조연구팀) Ha, Tae Yul (중앙대학교 토목공학과) |
1 |
Resistance of stud shear connectors to fatigue
/
ScienceOn |
2 |
Effects of concrete placing direction on static and fatigue strengths of stud shear connectors
/
|
3 |
Shear connectors in steel-concrete composite beams for bridges 1: Static and fatigue tests on push-out specimens
/
|
4 |
The strength of stud shear connectors in composite beam
/
|
5 |
Large Shear Studs for composite Action in Steel Bridge Girders
/
|
6 |
Test Results and Design Recommendations for Composite Beams, Fritz Engineering Laboratory, Lehigh University, Report 297.10.
/
|
7 |
대직경 스터드 전단연결재의 피로거동
/
|
8 |
Shear Strength of stud connectors in light-weight and normal-weight concrete
/
|
9 |
CP117 and shear connectors in steel-concrete composite beams with made with normal-density and lightweight concrete
/
|
10 |
Residual strength of structural component subjected to cyclic loads
/
|
11 |
The shear stiffness of stud shear connections in composite beams
/
ScienceOn |
12 |
The Behavior of Shear Connection in Composite Beam with Full-Depth Precast Slab, Structures and Buildings
/
|
13 |
대직경 스터드 전단연결재의 정적거동
/
|
14 |
합성교량 스터드 전단연결부의 극한한계상태
/
|
15 |
Eurocode 4: Design of composite steel and concrete structures, Part 2: Composite bridges (ENV 1994-2)
/
|