混凝土斜拉桥徐变倒退分析

An Inverse Analysis with Creep Effect for Concrete Cable-stayed Bridge

本文在徐变老化理论的基础上，建立了附有计算机软件的徐变倒退分析精确计算方法，为斜拉桥考虑徐变影响进行倒退分析提供了一种实用计算方法。

An accurate computational method of inverse analysis including computerprogram based on the ereep rate theory is prosed in this paper for erection control of a cable-stayed bridge to perfect and facilitate the ordinary inverse analysis ensuring the structureon adequate safety.