Longitudinal Seismic Behavior of a Single-Tower Cable-Stayed Bridge Subjected to Near-Field Earthquakes

Table 3

Test results of microconcrete specimens.

Elastic modulus (GPa)	Specimen 1	Specimen 2	Specimen 3	Average
	12.80	10.59	11.25	11.6
Compressive stress (MPa)	Specimen 1	Specimen 2	Specimen 3	Average
	13.3	13.8	13.2	13.4