搜索资源列表
hengjia
- 本程序可以计算任意平面桁架的位移，内力及应力-Calculation of displacement and internal force of the truss, and stress
PDSqian0319
- 钢管桁架随机缺陷模态分析，用于分析管桁架各种缺陷对其正常承载能力的影响-Steel Pipe Truss modal analysis of random defects
dataChain
- hit _blow 4桁の数値をお互いに質問し、回答より質問値を決めて回答に当てる-hit _blow gamens truss numerical questioned each other, decide question and make the question near to answer
TrussGenerator
- 2d truss analysis vb Program
TrussMaster
- 2d truss analysis program
truss
- finite element source codes and its input data samples for two dimensional truss calculations
planetrussVB
- 平面桁架VB源程序 vb6.0 很实用 平面桁架VB源程序 -Plane truss is very useful VB source code vb6.0
Space_Truss_System
- 空间桁架的静力分析,很好用的，任意三维空间桁架都可以用-analysis for space truss system
TRUSS
- mATLAB CODE FOR THE DESIGN OF A TWO DIMENSIONAL TRUSS.
truss
- 平面桁架计算代码-truss
Truss-material-nonlinear
- 桁架结构非线性有限元分析程序，可以进行结构分析，应用于钢架结构，考虑材料非线性。-Truss material nonlinear finite element analysis program, can be use in civil engineering.
2D-Truss-Vibration
- 本代码用于模拟二维桁架结构在外载激励作用下、存在动力吸振器的情况下的响应情况，完全原创，只有一个m文件用于生成桁架振动动画的avi文件，其余三个函数用于辅助生成具体桁架结构的参数以及辅助计算。外载荷频率、动力吸振器固有频率可以通过改变代码中的变量来控制。-This code is used to simulate the two-dimensional truss structure as set out under the incentive, there are circumstances
truss
- 一个空间桁架的优化粒子，与OPENSEES联合应用，求解速度较快，可供参考。-Optimization particle space truss, combined with OPENSEES solved faster, for reference.
Truss-frequency-calculation
- 该程序是桁架频率计算的主程序，可以用于桁架的频率计算。-This program is the main program of the truss frequency, which can be used to calculate the frequency of the truss.
2-D-Truss
- A finite element fortran code for 2-D tru-A finite element fortran code for 2-D truss
Truss2D
- 2d truss fem program in vba
truss
- a comprehensive truss model in abaqus
Optimize Truss by FSD and SLP
- the truss optimization
truss
- 计算任意桁架静力问题，包括总刚组装，单刚生成，三桁架问题的任意求解(The static problems of arbitrary truss are calculated, including the general assembly, the single generation and the arbitrary solution of the three truss problems)
TrussTLBO
- tlbo truss code in matlab. the problem addressed is that of a truss assembly