摘要
导出了用结构杆端弯矩影响线及杆端横向线位移影响线表示截面横向线位移影响线及截面转角影响线的一组公式．这些公式特别适合于用计算机处理位移影响线的计算问题．
A group of formulas on influence lines for vertical deflection and slope at arbitrary section by using influence lines for end-moment and for vertical end-deflection are developed. It is well suited for computer program.
出处
《西北建筑工程学院学报（自然科学版）》
1997年第2期6-13,共8页
Journal of Northwestern Institute of Architectural Engineering
