代码搜索：Multivariate Analysis
找到约 10,000 项符合「Multivariate Analysis」的源代码
代码结果 10,000
www.eeworm.com/read/282288/9105773
input-base-isolator1
/*
* ==========================================================================
* Force-displacement analysis for one lead-rubber isolator modeled with
* FIBER_2D element having four lead fibers
www.eeworm.com/read/282288/9105789
input-base-isolator2
/*
* ==========================================================================
* Force-displacement analysis for one lead-rubber isolator modeled with
* FRAME_3DS element having four lead fiber
www.eeworm.com/read/377873/9260168
txt readme.txt
INTRODUCTION
This package implements basic Principal Component Analysis in Matlab and
tests is with grayscale portion of the FERET database. Images are not
preprocessed and it is up to the user t
www.eeworm.com/read/375111/9372353
c axiquad.c
/******** program axiquad **********/
/* axisymmetric stress analysis using 4-node */
/* quadrilateral elements with temperature */
/* t.r.chandrupatla and a.d.belegundu */
/***
www.eeworm.com/read/372499/9508091
m mfa.m
function [eigvector, eigvalue, elapse] = MFA(gnd, options, data)
% MFA: Marginal Fisher Analysis
%
% [eigvector, eigvalue] = MFA(gnd, options, data)
%
% Input:
%
www.eeworm.com/read/371640/9543530
res mesol.res
*******MAXIMUM ENTROPY SPECTRUM ANALYSIS*******
L T SE
-----------------------
1 44.00 0.1918942E+04
2 22.00 0.2715711E+04
www.eeworm.com/read/167247/9974458
dfm ureport.dfm
object frmReport: TfrmReport
Left = 223
Top = 121
AutoScroll = False
BorderIcons = []
Caption = 'Analysis'
ClientHeight = 540
ClientWidth = 762
Color = clBtnFace
Constraints
www.eeworm.com/read/362372/10001733
f90 p46.f90
program p46
!------------------------------------------------------------------------------
! program 4.6 stability analysis of rigid-jointed frames using
! 2-d beam/rod elements
!--
www.eeworm.com/read/356058/10237731
f90 p46.f90
program p46
!------------------------------------------------------------------------------
! program 4.6 stability analysis of rigid-jointed frames using
! 2-d beam/rod elements
!--
www.eeworm.com/read/355063/10297952
res mesol.res
*******MAXIMUM ENTROPY SPECTRUM ANALYSIS*******
L T SE
-----------------------
1 44.00 0.1918942E+04
2 22.00 0.2715711E+04