Table 1 Dimensions and rebar placements of test specimens (unit: mm).
From: Monotonic Loading Tests of RC Beam-Column Subassemblage Strengthened to Prevent Progressive Collapse
Members | Column (C2) | Girder (G1) (depth × width) | |||
|---|---|---|---|---|---|
(a) Gravity load resisting system | |||||
 Prototype structure | Size | 500 × 500 | 450 × 400 | ||
Rebar | 4D25 | Location | End | Center | |
Upper | 2D25 | 2D25 | |||
Lower | 2D25 | 2D25 | |||
 Test specimen | Size | 185 × 185 | 170 × 150 | ||
Rebar | 4D10 | Location | End | Center | |
Upper | 2D10 | 2D10 | |||
Lower | 2D10 | 2D10 | |||
Stirrup | S1 | Ď•6@65 | |||
S2 | Ď•6@117 | ||||
(b) Lateral load resisting system | |||||
 Prototype structure | Size | 550 × 550 | 600 × 400 | ||
Rebar | 6D25 | Location | End | Center | |
Upper | 3D25 | 2D25 | |||
2D25 | |||||
Lower | 2D25 | 2D25 | |||
 Test specimen | Size | 205 × 205 | 225 × 150 | ||
Rebar | 6D10 | Location | End | Center | |
Upper | 3D10 | 2D10 | |||
2D10 | |||||
Lower | 2D10 | 2D10 | |||
Stirrup | S1 | Ď•6@48 | |||
S2 | Ď•6@93 | ||||