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    沈  偉   汪  杰
    (南京市民用建筑設(shè)計(jì)研究院  南京 210004)

[提要]  通過(guò)設(shè)計(jì)實(shí)例，提出在異形框架沒(méi)計(jì)中梁的長(zhǎng)度應(yīng)考慮異形柱截面形心之間的長(zhǎng)度及帶剛域梁的問(wèn)題，建議采用TBSA短肢剪力墻模式和TAT修正后的異形柱框架模式，結(jié)合設(shè)計(jì)取值，并采用適當(dāng)?shù)臉?gòu)造措施。
[關(guān)鍵詞]  異形框架柱  短肢剪力墻  截面形心長(zhǎng)度  梁  帶剛域梁

This artical puts forward the problcms of the bcam with lcngth bctwccn ccntroids of columns and the bcam with rigid cnd in spccial-shapcd frame dcsign by using a dcsign cxamplc. The authors suggcst that the modcl of TBSA-short shcar wall and the modcl of TAT-R C spccial-shapcd frame columns can be uscd. Considcring numcrical valucs in dcsign, we should adopt suitable structure mcasurcs.
Keywords:  R C spccial-shapcd frame columns; short shcar wall; ccntroid lcngth; bcarn; rfgid cnd