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《Earthquake Engineering and Engineering Vibration》 1993-01
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ZHOU Fulin STIEMER S. F. and CHERRY S.[1] Dept. of Civil Eng. South China Construcfion University. Guangzhou-, China. 510405 [2] Dept. of Civil Eng. .University of British Columbia. Vancouver. Canada. V6T 1W5 [3] Dept. of Civil Eng. .University of Britysh Columbia, Vancouver .Canada. V6t 1w5  
This paper suggests the method of quantitative controlling of structural response for earthquake resistant structures with base isolation and energy dissipation system. This method is based on dynamic analysis, shaking table tests for a 1/4 scale steel frame model and a great number of low cycle fatigue failure tests for energy dissipating elements. A comparison between theoretical results and testing results is made. A set of calculation formulas for quantitative controlling of structural response of the structures with base isolation and energy dissipation system are derived and are able to be used in engineering design for earthquake resistant structures.
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