Magnitude and Distance Scaling of Engineering Demand Parameters of Moment-Resisting Frame Structures
Abstract eng: This paper presents a mathematical formulation that directly estimates the engineering demand parameters (EDPs) of moment-resisting frames based on structural characteristics and earthquake parameters such as magnitude, source-to-site distance and local site conditions. These equations are developed for Maximum Interstory Drift Ratio (MIDR) and Roof Drift Ratio (RDR). One set of generic elastic moment-resisting frames is used to validate the proposed formulation against the results of Response Spectrum Analysis (RSA). The results confirm that the new equations provide a conservative but accurate estimate of the structural response while simplifying the computational process.
Contributors:
Conference Title:
Conference Title:
16th World Conference on Earthquake Engineering
Conference Venue:
Santiago (CL)
Conference Dates:
2017-01-09 / 2017-01-13
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2017-01-18, last modified 2017-01-18
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