摘要
以上海某大跨度连廊工程为背景,研究了多层支座大跨度连廊支座反力的监测方案,最终确定了以改进后的桁架节点力平衡模型来推算支座反力的方案,并在实际施工过程中起到了指导作用。
A long-span corridor project in Shanghai is taken as an example to study the monitoring scheme about the support reaction forces of a multi-storey long-span corridor. Finally, a scheme with an improved truss node force balance model to calculate the support reaction forces was adopted and played a guiding role in the actual construction.
引文
[1]刘义平,何文明,倪国荣,等.上海某超长连体结构工程设计[J].建筑结构, 2016, 46(S2):101-106.