山东农业大学学报（自然科学版）
山東農業大學學報（自然科學版）
산동농업대학학보（자연과학판）
JOURNAL OF SHANDONG AGRICULTURAL UNIVERSITY(NATURAL SCIENCE)
2014年
3期
414-417
,共4页
马腾远%杨彬%张其林%李强
馬騰遠%楊彬%張其林%李彊
마등원%양빈%장기림%리강
大跨度钢结构%有限元模拟%内力监测%结构安全
大跨度鋼結構%有限元模擬%內力鑑測%結構安全
대과도강결구%유한원모의%내력감측%결구안전
Large-span steel structure%finite element simulation%inner force monitoring%structure safety
以宁波火车南站结构健康监测为工程案例，采用有限元方法模拟计算了站房整体结构，研究确定了监测系统架构和传感器布设方案。对典型大跨钢拱梁不同工况下的模拟值和监测值进行了对比分析。
以寧波火車南站結構健康鑑測為工程案例，採用有限元方法模擬計算瞭站房整體結構，研究確定瞭鑑測繫統架構和傳感器佈設方案。對典型大跨鋼拱樑不同工況下的模擬值和鑑測值進行瞭對比分析。
이저파화차남참결구건강감측위공정안례，채용유한원방법모의계산료참방정체결구，연구학정료감측계통가구화전감기포설방안。대전형대과강공량불동공황하적모의치화감측치진행료대비분석。
This paper took an example of the structural health monitoring system of Ningbo railway south station as the project case, used the finite element method to simulate and calculate the structure of its station building, and studied and determined the framework of the monitoring system and the route of the sensors. And it took a typical large-span steel arch-beam as an example to compare and analyze the simulating data and the monitoring data under different conditions.
