884aa四虎影成人精品,99久久国产综合精品女图图等你,97在线观看永久免费视频,久久精品国产精品亚洲38,ⅵdeodesetv性欧美

    廖秋春
    (臺(tái)州市建設(shè)工程設(shè)計(jì)審查中心，臺(tái)州318000)

[摘要] 現(xiàn)行預(yù)應(yīng)力混凝土結(jié)構(gòu)正截面受彎承載力計(jì)算復(fù)雜冗長(zhǎng)，力學(xué)原理抽象難以理解，計(jì)算結(jié)果偏于不安全。認(rèn)為次彎矩是虛擬的，算式f_cbx=f_yA_s+f_pyA_p不能成立，并提出了預(yù)應(yīng)力混凝土結(jié)構(gòu)正截面受彎承載力按普通偏心受壓構(gòu)件計(jì)算的方法。
[關(guān)鍵詞] 預(yù)應(yīng)力混凝土；等效荷載法；次彎矩；綜合彎矩；綜合軸力

    Discussion of calculation method of the flexural capacity for the pre-stressed concrete structure
    Liao Qiuchun
    ( Taizhou Construction Engineering Design Inspection Center, Taizhou 3 18000, China)

Abstract: The present calculation method of the flexural capacity for the pre-stressed concrete structure was complex and lengthy. The mechanical principle involved in it was abstract and difficult to understand. The result was no safety. Considering the second bending moment was fictitious and hypothesized, so mathematical formula  f_cbx=f_yA_s+f_pyA_pwas unavailable.A new method was proposed that the flexural capacity of the pre-stressed concrete structure was calculated according to the ordinary eccentric compression member.
Keyword: pre-stressed concrete structure; equivalent load method; the second bending moment, total moment, total traction