Seismic Performance of CFT column to H beam Connections Reinforced with T-stiffeners |
Kim, YoungJu
(한양대 건축공학과)
Chae, Young Suk (우송공업대학 건축과) Shin, Kyung Jae (한남대 건축공학부) Oh, Young Suk (대전대 건축공학부) Moon, Tae Sup (한양대 건축공학부) |
1 |
Interim Guidelines evaluation, repair, modification and design and design of welded steel moment frame structures, FFMA 267/SAC95-02
/
|
2 |
Experimental study on the statical characteristics of perimeter beam-to-SHS column connections using vertical stiffener plates
/
|
3 |
CFT column to H-beam connections with T-stiffeners, Report. No. STRESS-98-07
/
|
4 |
SAC Protocol for Fabrication, Inspection, Testing, and Documentation of Beam-Column Connection Tests and Other Experimental Specimens, Report No. SAC/BD-97/02
/
|
5 |
Reinforcing of steel moment connections with cover plates: benefits and limitations
/
ScienceOn |
6 |
Test of concrete-filled box column to H-beam connections
/
|
7 |
Bahavior of CFT column to H-beam full-scale connections with external T-stiffener
/
|
8 |
Modification of existing frame connections for seismic resistance, Steel Design Guide Series
/
|
9 |
CFT column to beam flange connections with external stiffeners
/
|
10 |
Analutical modeling of dual panel zone in haunch repared steel MRFs
/
ScienceOn |
11 |
Relation between deformation copacity fo beam at steel beam-to-column connection and joint efficient
/
|
12 |
Seismic provisions for stuctural steel buildings
/
|
13 |
Structural performance of H-shaped steel beam to square tube steel column connection using vertical stiffeners, Summaries of technical papers of Annual Meeting
/
|
14 |
Hystersis behavior of CFT column to H-beam connections with external T-siffeners and penetrated elements
/
ScienceOn |
15 |
Experimental behavior of steel beam to CFT column connections
/
ScienceOn |
16 |
Plasticity for Structural Engineers
/
|
17 |
FEMA-355D, State of the art report on connction performance
/
|
18 |
ABAQUS/Standard user's manual.
/
|
19 |
Cover-plate and Flange-plate steel moment-resisting connections
/
ScienceOn |
20 |
Allowable Stress Design, and Horizontal Load-Carrying Capacity.
/
|
21 |
Cyclic behavior of concrete filld steel tubular column to steel beam conncetions
/
ScienceOn |