弯矩分配法是基于位移法的逐步逼近精确解的近似方法。
本文利用弯矩分配法推导出四跨以内不等跨连续梁支座弯矩精确值的算式。
This paper has made use of the mo me nt distribution method to bring on the formulas of support moment of unequal span continuous beam less than or equal to four spans.
水平荷载作用下内力的计算用替代刚架法，竖直荷载作用下内力的计算可用弯矩分配法或分层法。
Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads.
从力矩分配法的原理出发，利用数列理论，导出了杆端弯矩计算公式。
Starting with the principle of moment distribution method, the paper applies sequence theory to derive the formula of rod-end bending moment.
应用推荐