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混凝土高層建筑豎向變形差的原位測(cè)試與分析
張琪瑋 張保印 牛荻濤
摘 要

 張琪瑋  張保印  牛荻濤 (西安建筑科技大學(xué)  710055)

[提要]  借助于實(shí)際工程的現(xiàn)場(chǎng)實(shí)測(cè)結(jié)果,對(duì)高層建筑豎向構(gòu)件變形差的形成機(jī)理及影響因素展開(kāi)了深入的研究,建立了一套豎向構(gòu)件變形差簡(jiǎn)化計(jì)算公式,并且提出了一些針對(duì)豎向變形差的工程對(duì)策。
[關(guān)鍵詞]  豎向變形差  徐變  收縮  軸壓比

By means of field measuring results, the causes and effect factors of vertical deformation difference are deeply studied in the concrete high-rise building.A set of simple equation of different vertical deformation is developed for the building structure,and some countermeasures are also suggested.
Keywords:  concrete structure;  high-rise building;  vertical deformation difference; creep strain; shrinkage

       參  考  文  獻(xiàn)
1.Reith R D, Kohan R, Wat-son P.Full-scale measurements of a reinforced concrete chimney. In: Proc. Conf. on Performance of Building Structures, Scotland.
2.Swamy R N,Arumugasaamy P Deformations in service of reinforced concrete columns. ACI SP55, 1978: 15-26.
3.Russell H G, Corely W G.Time-dependent behavior of column in water tower place. ACI SP55,1981: 347-373
4.Russell H G, Lavson S C.Thirteen years of deformations in water tower place. ACI structure Jour., 1989, 86(2):182-191.
5.史密斯 B S[加],庫(kù)爾 A[英].高層建筑結(jié)構(gòu)分析與設(shè)計(jì),北京:地震出版社,1993.
6.張琪瑋,陳鵬郎.高層建筑箱形基礎(chǔ)砂卵石地基反力分布規(guī)律的探討,西安礦業(yè)學(xué)院學(xué)報(bào),1999,19(1)

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