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《Earthquake Engineering and Engineering Vibration》 1982-02
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Yin Zhiqian, Li Shuzhen, Sun Pingshun Li Fucheng, Li Yuhao(Institute of Engineering Mechanics, Academin Sinica)  
It is pointed out in this paper that reliability of an earthquake-resistant structure cannot be properly evaluated by using the design method specified in the current seismic code. Elasto-plastic responses to earthquke oi 1800 multi-story buildings are calculated frcm 24 accelerograms and distribution of ductility ratio of such buildings during earthquakes is given. Reliability of a structure is expressed in term of probability value not exceeding a given bound value of ductility ratio and a design method based on the reliability of structure is proposed. By this method, reliability of a structure can be computed when subjected to different intensities of earthquakes. If occurre rce probability of earthquakes of given intensity in a given period is given, the overall reliability of the structure can be obtained.At last, reliability of some of the existing buildings is evaluated by the results in this paper.
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1 Yin Zhiqian,Li Shuzhen, Sun Pingshun(Institute of Engineering Mechanies,State Seismclogical Bureau);RELATION BETWEEN STORY DISPLACEMENT AND YIELD STRENGTH IN MULTI-STORY FRAMED STRUCTURES AND PROBLEM OF CONTROLLING DISPLACEMENT TO PREVENT COLLAPSE[J];Earthquake Engineering and Engineering Vibration;1985-01
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