Research Article
Influence of Beam-to-Column Linear Stiffness Ratio on Failure Mechanism of Reinforced Concrete Moment-Resisting Frame Structures
Table 3
Design parameters of test specimens.
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Note: J-1 and J-2 are the exterior and interior joints of the first floor of the specimen, respectively, and J-5 and J-6 are the exterior and interior joints of the second floor, respectively. |