辽宁省交通高等专科学校学报
遼寧省交通高等專科學校學報
요녕성교통고등전과학교학보
JOURNAL OF LIAONING PROVINCIAL COLLEGE OF COMMUNICATIONS
2012年
1期
9-12,16
,共5页
连续箱梁%腹板%偏载%不均匀系数
連續箱樑%腹闆%偏載%不均勻繫數
련속상량%복판%편재%불균균계수
Continuous Box Girder%Web Plate%Offset Load%Differential Coefficient
当桥梁桩基础遇到地下管线时需要进行结构调整时,综合运用空间分析和平面杆系计算相结合的方法,准确高效地进行结构受力变化分析,既保证桥梁整体造型风格不变,又保证结构受力安全合理。
噹橋樑樁基礎遇到地下管線時需要進行結構調整時,綜閤運用空間分析和平麵桿繫計算相結閤的方法,準確高效地進行結構受力變化分析,既保證橋樑整體造型風格不變,又保證結構受力安全閤理。
당교량장기출우도지하관선시수요진행결구조정시,종합운용공간분석화평면간계계산상결합적방법,준학고효지진행결구수력변화분석,기보증교량정체조형풍격불변,우보증결구수력안전합리。
Combined space analysis with planar bars system calculation, the article analyzes the loading process of the structure accurately and efficiently, when the design needs to be adjusted for the problem of the underground pipeline pass through the bridge pile foundation. The method can keep the original style of the bridge and ensure structure safety and reasonable.
