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This paper presents collapse simulation results from three analytical models of a non-ductile reinforced concrete moment frame building that was severely damaged during t [...]
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Results are reported from tests of two large-scale reinforced concrete “T-shaped” slender walls under reversed cyclic loading. The specimens are part of a series of f [...]
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Coupling beams reinforced with Grade 60 (420 MPa) steel and with a clear span-to-depth ratio less than 2.0 often require heavily congested diagonal reinforcement to ensur [...]
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New design provisions for structural concrete (ACI 318-08) allow the replacement of lower strength steels (e.g., ASTM A615 and ASTM A706) with steels having specified yie [...]
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The object of this paper is to identify the optimal combination of hysteresis-model and damping parameters that lead to the best correlation between the calculated and me [...]
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