Research Article
Code Compliance in Reinforce Concrete Design: A Comparative Study of USA Code (ACI) and Chinese Code (GB)
Table 4
Comparison of main seismic load parameters between PKPM and ETABS.
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Note.MCER: risk-targeted maximum considered earthquake. Years beyond probability at 10%: within 50 years, the probability that the project site may encounter the given seismic intensity value or seismic parameter is 10%. |