搜索资源列表
Matrix
- OpenSees源码中的向量类，用于向量的计算.可以在OpenSees中，像MatLab一样操作矩阵运算-the Vector class in OpenSees source code, used in the opration of vectors
cell
- OpenSees中的cell类，用于二维截面自动划分。是划分的最基本单位。一般是结合Patch类使用-OpenSees the cell type for the two-dimensional cross-sectional automatic division. It is the basic unit of division. Patch class is a combination of general use
patch
- OpenSees中的Patch类，用于二维截面的自动划分，划分成一定数量的cell类。一般结合cell类使用。-OpenSees the Patch class for automatically divide the two-dimensional cross-section, divided into a number of cell type. Usually combined cell classes.
reinfBar
- OpenSees源码中的钢筋类，类似于Patch中的cell类，是二维截面自动划分的基本钢筋截面类，用于计算钢筋纤维的坐标和面积。-OpenSees reinforced class source code, similar to the cell Patch class is the basic class of two-dimensional cross-section steel sectional automatic partitioning, used to calculate the
reinfLayer
- OpenSees中的钢筋层类，由reinfBar类组成，用于二维截面纤维的自动划分。一般结合reinfBar类使用。-OpenSees the reinforcement layer class by reinfBar classes for automatically divide the two-dimensional section of the fiber. Usually combined reinfBar classes.
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.
cpp
- OpenSees用以添加新单元的源代码，桁架单元，类的定义及类中成员函数的实现-OpenSees source code for adding new element
integrator
- OpenSees添加单元积分运算的源代码，最简单的一种积分方法，依据此可以自己编写其它高效积分方法-OpenSees integrator source code
material
- OpenSees添加新材料的源代码，一种最简单的理想弹塑性材料的实现方法。-OpenSees source code for adding new material
recorder
- OpenSees添加新的记录器的源代码，本例运用了最简单的单元积分思路，将截面弯矩输出-OpenSees source code for adding new recorder
system
- OpenSees用以增加求解大规模线性系数方程的源代码，可以在本例基础上增加一系列高效的线性方程组求解器-OpenSees source code for adding new solutor of linear equations
Exam01
- 本代码可以算一个传统的桁架桥结构受重力荷载作用的静力分析。用OPensees进行弹性分析，求解跨中变形值。-This code can be considered a traditional truss bridge structure for gravity loads static analysis. OPensees with elastic analysis, solving cross-deformation value.
structure-example-with-BRB
- 此tcl文件为一个两层框架结构的opensees算例，其中两层均带有BRB，BRB采用steel02单元模拟。-This tcl file opensees a two-frame structure example wherein both layers with BRB, BRB use steel02 element simulation.
OpenSees2.3.0
- OpenSEES源代码，可用于动力作用，以及二次开发！-OpenSEES source code can be used for dynamic action, as well as secondary development!
PBEE-_code
- 地震工程数据处理代码 tcl/tk编写 运行环境Opensees和matlab analysis2_dynamic——求解代码 analyze3_Dynamic.EQ.Uniform——求解代码 LibAnalysisDynamicParameters——求解参数设置代码 ReadSMDfile2——地震波转换加载代码 PSDA——数据处理代码（matlab）-code for performance based earthquake engineering analysis
PQ-Fiber_v1.8-open
- OPENSEES里钢筋混凝土结构滞回本构用于ABAQUS(Hysteretic constitutive behavior of reinforced concrete structures)
桩土n-拟静力
- 桩土相互作用,是基于opensees平台编译的，希望大家喜欢(The problem is modeled as a beam on a nonlinear Winkler foundation (BNWF), utilizing displacement-based beam elements for the pile and nonlinear spring elements which represent the vertical and lateral response of the s
tcl
- 简支梁极限承载力，计算单梁和多梁在偏载情况下的极限承载力，tcl语言编写，用os运行(Ultimate bearing capacity of simple supported beam)
concreteL01
- OpenSees混凝土本构，用于计算混凝土滞回曲线，反复加载(OpenSees concrete constitutive laws)
OpenSees2.2.1
- OpenSees2.2.1源代码，有限元开源软件(OpenSees2.2.1 source code)