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95<br />

CONCLUSION<br />

In this paper the improvements in earthquake action provision in the China code for seismic design of<br />

buildings GB 50011-2001 are summarized as (1) <strong>The</strong> long period band of design spectrum has been<br />

extended from 3 second to 6 second, while the low limit of the design spectrum at long period has been<br />

removed, and a slow decline line is adopted instead; (2) Two additional intervals of a ^^ are added ,<br />

one each for Intensity W and VI respectively, and T g9 the characteristic period, is determined based<br />

on both the seismic zoning map and the site condition. Thus, the "far-source" effect does not need to<br />

be taken into account once again.<br />

Three further improvements are also suggested for future consideration for inclusion into the code, as<br />

follows: Q max to be adjusted according to site condition, the long period band of the design spectrum<br />

to be extended to 10 second, and the declining rate of the design spectrum at long period range to be<br />

-1.0, the design spectra ratio of vertical and horizontal components to be taken as a function of period<br />

for soil sites, instead of a constant value of 0.65.<br />

REFERENCES<br />

National Standard of People's Republic of China (2001). Code for seismic design of buildings<br />

GB50011-2001.<br />

CALTRAKS (1999). Seismic design criteria, Version 1.1.<br />

Eurocode 8 (1993). Design provision for earthquake resistance of structures.<br />

FEMA(1997). NEHRP recommended provisions for seismic regulations for new buildings.<br />

Xie Lili, Li Shabai and Qian Qukang (1981). Study on the instrument correction of accelerograms<br />

recorded by accelerograph coupled with galvanometers. <strong>Earthquake</strong> <strong>Engineering</strong> and <strong>Engineering</strong><br />

Vibration 1:1, 106-116.<br />

Xie Lili, Qian Qukang and Li Shabai (1982). <strong>The</strong> effect of digitization errors on analysis of strong<br />

ground motion records and their elimination. ACTA Seismologica Sinca 4:4,412-421.<br />

Xie Lili, Zhou Yongnian, Hu Chengxiang, Yu Haiying(1990). Characteristics of response spectra of<br />

long period earthquake ground Motion. <strong>Earthquake</strong> <strong>Engineering</strong> and <strong>Engineering</strong> Vibration 10:1,<br />

1-20.<br />

W. H. K. Lee, T. C. Shin, K. W. Kuo, K. C. Chen, and C. F. Wu(2001). CWS free-field strong motion<br />

data from the 21 September Chi-Chi, Taiwan, earthquake. BSSA 91:5, 1370-1376.<br />

Xie Lili, Zhou Yongnian et.al. (2000). Near field strong ground motion and long period component<br />

<strong>Research</strong> Report, Institute of <strong>Engineering</strong> Mechinics, 1-5.<br />

Wang Guoxin and Tao Xiaxin (2001). Extraction and study of response spectrum parameters. World<br />

Information on <strong>Earthquake</strong> <strong>Engineering</strong> 17:2,73-78.<br />

Dobry, R., R. D. Borcherdt, C. B. Grouse, I. M. Idriss, W. B. Joyner, G R. Martin, M. S. Power, E. E.

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