山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2009年
22期
67-68
,共2页
深梁%有限差分法%应力
深樑%有限差分法%應力
심량%유한차분법%응력
deep beams%the finite difference method%stress
采用一种新的数值方法分析三维弹性深梁,更具体而言,采用了有限差分方法,这个方法有效解决了三维深梁问题,指出相比传统的计算方法,该方法提供的数值解精度高,减少了计算工作,其计算结果通过与传统方法相比得到了验证.
採用一種新的數值方法分析三維彈性深樑,更具體而言,採用瞭有限差分方法,這箇方法有效解決瞭三維深樑問題,指齣相比傳統的計算方法,該方法提供的數值解精度高,減少瞭計算工作,其計算結果通過與傳統方法相比得到瞭驗證.
채용일충신적수치방법분석삼유탄성심량,경구체이언,채용료유한차분방법,저개방법유효해결료삼유심량문제,지출상비전통적계산방법,해방법제공적수치해정도고,감소료계산공작,기계산결과통과여전통방법상비득도료험증.
A new numerical method for three-dimensional elastic analysis of deep beams. More specifically, the use of the finite difference method, which effectively solve the problem of three-dimensional deep beams. Compared to the traditional calculation method, the method provided by the numerical solution of high accuracy, a reduction of the calculation. The calculation results compared with traditional methods has been verified.