Dynamic Behavior of Externally Prestressed Continuous Beam considering Second-Order Effect

Table 1

Layouts and eccentricities of external tendons.

Beam code	e2 (mm)	e3 (mm)	e4 (mm)	e5 (mm)
AL	406	500	281	250
AS	203	250	141	125
BL	344	375	94	500
BS	172	188	47	250