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    馮  鵬  葉列平  莊崖屏
    (清華大學(xué)土木工程系 北京 100084)

[提要]  通過與普通混凝土的比較，討論現(xiàn)行規(guī)范GBJ10-89中圓形截面偏心受壓構(gòu)件的設(shè)計計算公式對高強混凝土的適用性。
[關(guān)鍵詞]  高強混凝土 正截面承載力  圓形截面 偏心受壓構(gòu)件

The applicability of the design fonnulae for eccentrically compressed circular-section members of high-strength concrete in the current code (GBJl0-89) is discussed by contrasting with ordinary concrete.
Keywords: high-strength concrete;nonnal section strengLh, circular-section; eccenkically compressed member