Seismic Behavior of Reinforced Concrete Frame Joints in Coastal Atmosphere

Table 1

Design parameters of specimens.

Specimen no.	n	Corrosion degree	Design crack width (mm)	Designed salt fog cycle (times)
0.3-No	0.3	None	0	0
0.3-sl	0.3	Slight	0.75	446
0.3-Mo	0.3	Moderate	1.20	806
0.3-Se	0.3	Severe	1.50	1024
0.1-Mo	0.1	Moderate	1.20	806
0.45-Mo	0.45	Moderate	1.20	806

n is the axial compression ratio.