山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2012年
16期
167-169
,共3页
简支斜板桥%有机玻璃模型%受力性能
簡支斜闆橋%有機玻璃模型%受力性能
간지사판교%유궤파리모형%수력성능
simply supported skew plate bridge%organic glass model%mechanical performance
为明确装配式简支斜板桥在集中荷载下板内力分布的规律,利用有机玻璃材料的优点,根据相似准则设计了三跨不同斜度的简支斜板桥,并进行了跨中集中荷载作用下的静力加载试验,得出相关结论为桥梁研究提供参考资料。
為明確裝配式簡支斜闆橋在集中荷載下闆內力分佈的規律,利用有機玻璃材料的優點,根據相似準則設計瞭三跨不同斜度的簡支斜闆橋,併進行瞭跨中集中荷載作用下的靜力加載試驗,得齣相關結論為橋樑研究提供參攷資料。
위명학장배식간지사판교재집중하재하판내력분포적규률,이용유궤파리재료적우점,근거상사준칙설계료삼과불동사도적간지사판교,병진행료과중집중하재작용하적정력가재시험,득출상관결론위교량연구제공삼고자료。
In order to clear the internal force distribution law of assembled simply supported skew plate bridge under concentrated load,this paper used the advantages of organic glass materials,according to the similarity criterion designed simply supported skew plate bridge with three across different inclination,and made static loading test under midspan concentrated load,gained relevant conclusions,provided reference data for bridge research.
