拉弯荷载作用下基础与承台设计

Foundation and pile cap design under stretch bending load

在柱脚拉弯荷载作用下,所产生的独立基础或桩承台的内力有着本质上的改变,分析了独立基础和桩承台在这种荷载作用下的受冲切、受剪、受弯等内力状态,并提出独立基础和桩承台设计计算的方法,可供参考。

Under the stretch-bending column load,internal force of foundation or pile cap is essentially changed. The author analysis the internal force of Independent foundation and pile cap under the such load,and propose a method of Independent foundation and pile cap design and computing,for reference.