代码搜索：consistent
找到约 2,698 项符合「consistent」的源代码
代码结果 2,698
www.eeworm.com/read/281576/9147986
h choles.h
#define _EPS 1.0e-8
#define _EPSSOL 1.0e-6 /* Zero tolerance for consistent eqns w/dep rows */
#define _EPSNUM 0.0 /* Initial zero tolerance for dependent rows */
#define _EPSCDN 1.0e-12 /* Zero
www.eeworm.com/read/179737/9341145
m febeam2.m
function [k,m]=febeam2(el,xi,leng,sh,area,rho,ipt)
%--------------------------------------------------------------
% Purpose:
% Stiffness and mass matrices for C^0 beam element
% nodal
www.eeworm.com/read/352317/10563970
todo
libkdtree++ TODO list
=====================
- DOCUMENTATION
- automated unit testing
- performance improvement
- consistent use of throw () in function decl/defn.
- keep tree balanced in insert() and
www.eeworm.com/read/350482/10740889
todo
things for book in order of importance...
- Fix up pseudo-code [only] for combas that are not consistent with source
- Start in chapter 3 [basics] and work up...
- re-write to prose [less abrupt]
www.eeworm.com/read/271035/11011389
dat tu2.dat
0
plane strain cantilever beam: static analysis with consistent nodal forces
1 1 0 0 0 0 1 0 2 45 2 1 1 1 1
1 1 1 1 0 1 0.0
www.eeworm.com/read/331961/12793921
m febeam2.m
function [k,m]=febeam2(el,xi,leng,sh,area,rho,ipt)
%--------------------------------------------------------------
% Purpose:
% Stiffness and mass matrices for C^0 beam element
% nodal
www.eeworm.com/read/241809/13115183
pas cptable.pas
{*********************************************}
{ }
{ COMPONENT for MS DOS and MS WINDOWS }
{ }
{
www.eeworm.com/read/131315/5931818
runtest
#! /bin/csh -f
#
# runtest
#
# Run dbx (with no environment so that stack addresses
# have consistent values).
#
# The first three lines of dbx output are ignored because
# they cont
www.eeworm.com/read/114395/15054870
m febeam2.m
function [k,m]=febeam2(el,xi,leng,sh,area,rho,ipt)
%--------------------------------------------------------------
% Purpose:
% Stiffness and mass matrices for C^0 beam element
% nodal
www.eeworm.com/read/213502/15133063
m febeam2.m
function [k,m]=febeam2(el,xi,leng,sh,area,rho,ipt)
%--------------------------------------------------------------
% Purpose:
% Stiffness and mass matrices for C^0 beam element
% nodal