Structural behavior of three-sided arch span bridge

被引：0

作者：

Simpson Gumpertz & Heger Inc, Arlington, United States ^{[1
]}

机构：

来源：

Transportation Research Record | 1996年 / 1541期

关键词：

Computer aided analysis - Concrete slabs - Crack initiation - Culverts - Dilatometers - Dynamic loads - Finite element method - Installation - Monitoring - Precast concrete - Soil structure interactions - Structural design;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A study was conducted to evaluate the methodology used for the structural design of three-sided culverts with arched top slabs. An 11-m span by 3.4-m rise bridge was instrumented and monitored during installation, under an HS-25 + 30 percent live load and at 6-month intervals for 2 years after installation. Three of the interior segments of the bridge were instrumented with soil stress cells mounted on the legs of the bridge and with anchor pins for use with a tape extensometer to determine change in shape of the bridge. Visual observations were also made to monitor cracking. Overall, the structural performance of the bridge under earth and live loads was excellent.

引用

页码：112 / 119