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  • GROUND MOTION ANALYSIS DUE TO HYBRID EXPERIMENTAL METHOD USING TIME SHEARING SYSTEM
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  • https://doi.org/10.2208/jscej.1986.374_549Copy DOI Icon

GROUND MOTION ANALYSIS DUE TO HYBRID EXPERIMENTAL METHOD USING TIME SHEARING SYSTEM

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Abstract

The authors have suggested to use the actual restoring force of soil in an analysis of surface ground motion during earthquake. The analytical equipment consists of a microcomputer to calculate the vibration equation and dynamic triaxial testing machine to obtain the actual restoring force of soil.The micro-computer has two limits in the respect of a calculation velocity and a memory capacity. In order to remove the above limits, we develop new analytical equipment that uses a digital computer in a computer center. This computer is electrically connected to a dynamic triaxial testing machine by TSS (Time Shearing System). The dynamic behavior of very soft surface ground during the earthquake, such as a reclaimed ground, is analyzed.

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