摘要
通过预应力与非预应力墙体在水平荷载往复作用下的对比试验，研究了预应力对构造柱中非预应力筋应变分布的有利影响，即减少其根部的最大应变值，并使应变沿柱高度分布均匀。同时，随着水平荷载之增大，预应力钢筋的应变非但未减小，反而有所增大，于是可求得预应力钢筋在抗裂及极限承载力两个阶段的预应力提高系数。这样，无论预应力或非预应力钢筋均能充分发挥其承载的潜力，并提高墙体的抗震性能。
Through the comparative tests of prestressed and non-prestressed brick-walls un-der the repeated lateral loading,the effect of the prestress-force to the strain distribution in the non-prestressed bars of the structural columns has been investigated.This effect is beneficial:the pre-stress-force will reduce the value of strain in the bars of the lower part in the columns and uniformize the strain distribution along the whole height of the columns.Furthermore,instead of a strainreduction,the strain of prestressed be will increase along with the increasing of the lateral load.Thus,the coefficient of prestress-force-increase could be calculated in the tWo stages of the crack-resistance and ultimate bearing capacity.As a result,both the prestressed and non-prestressed barsare able to give the potential of their bearing capacity a full play,and improve the earthquake-resis-tant property.
关键词
砖混凝土结构
预应力
抗震
构造柱
钢筋
应变
prestress force,strain distribution,coefficient of prestress-force-increase,po-tential of bearing capacity,earthquake-resistant property
