Javascript must be enabled to continue!
Slope Rotatable Central Composite Designs of Second Type
View through CrossRef
Central composite design (CCD) is the most commonly used fractional factorial design used in the response surface model. Kim [1] proposed second order rotatable designs (SORD) of second type using CCD, in which the positions of axial points are indicated by two numbers\(\left(a_{1}, a_{2}\right)\). Kim and\(K_{0}\) [2] introduced second order slope rotatable designs (SOSRD) of second type using CCD, in which the positions of axial points are indicated by two numbers \(\left(a_{1}, a_{2}\right)\). In this paper, second order slope rotatable central composite designs of second type with\(2 \leq n_{3} \leq 4\) (where \(n_{\text {s }}\) denotes the number of replications of axial points) are suggested for \(2 \leq \mathrm{v} \leq 17\) (v-stands for number of factors). It is observe that the value of level \(\mathrm{a}_{2}\) (taking \(\mathrm{a}_{1}=1\) ) for the axial points in CCD required for slope rotatability for second type is appreciably larger than the value required for SORD of second type using CCD. And also noted that if we replicate axial points \(\left(n_{9}\right)\)in SOSRD of second type using \(\mathrm{CCD}\) then the value of \(\mathrm{a}_{2}\) (taking \(\mathrm{a}_{1}=1\) ) is approximately nearer to\(\mathrm{SORD}\) value \(\mathrm{a}_{2}\) of second type using CCD.
Sciencedomain International
Title: Slope Rotatable Central Composite Designs of Second Type
Description:
Central composite design (CCD) is the most commonly used fractional factorial design used in the response surface model.
Kim [1] proposed second order rotatable designs (SORD) of second type using CCD, in which the positions of axial points are indicated by two numbers\(\left(a_{1}, a_{2}\right)\).
Kim and\(K_{0}\) [2] introduced second order slope rotatable designs (SOSRD) of second type using CCD, in which the positions of axial points are indicated by two numbers \(\left(a_{1}, a_{2}\right)\).
In this paper, second order slope rotatable central composite designs of second type with\(2 \leq n_{3} \leq 4\) (where \(n_{\text {s }}\) denotes the number of replications of axial points) are suggested for \(2 \leq \mathrm{v} \leq 17\) (v-stands for number of factors).
It is observe that the value of level \(\mathrm{a}_{2}\) (taking \(\mathrm{a}_{1}=1\) ) for the axial points in CCD required for slope rotatability for second type is appreciably larger than the value required for SORD of second type using CCD.
And also noted that if we replicate axial points \(\left(n_{9}\right)\)in SOSRD of second type using \(\mathrm{CCD}\) then the value of \(\mathrm{a}_{2}\) (taking \(\mathrm{a}_{1}=1\) ) is approximately nearer to\(\mathrm{SORD}\) value \(\mathrm{a}_{2}\) of second type using CCD.
Related Results
Structural Characteristics and Evolution Process of the Western Slope of Xihu Sag
Structural Characteristics and Evolution Process of the Western Slope of Xihu Sag
<p>The western slope is the most promising area for hydrocarbon accumulation in Xihu Sag. Since Cenozoic, the western slope has undergone multiple stages of evolution...
NONLINEAR STATIC ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS
NONLINEAR STATIC ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS USING ANALYSIS OF COMPOSITE SHELLS
This paper presents the results of the geometric nonlinear analysis of composite shell subjected to static load by using an edge-based smoothed finite elements (ES) and the mixed i...
Quantifying provenance of soil originated from mass movement on soil reservoir-bank using rare earth elements
Quantifying provenance of soil originated from mass movement on soil reservoir-bank using rare earth elements
Abstract:The reservoir-bank collapse has caused soil erosion and bank expansion in the lower Yellow River, which seriously affects the ecological environment and agricul...
Performance Evaluation of Geometric Modification on the Stability of Road Cut Slope Using FE Based Plaxis Software
Performance Evaluation of Geometric Modification on the Stability of Road Cut Slope Using FE Based Plaxis Software
Slope failures are among the common geo-environmental natural hazards in the hilly and mountainous terrain of the world. Specially it is the major difficulty for the development of...
Prediction of sediment transport capacity based on slope gradients and flow discharge
Prediction of sediment transport capacity based on slope gradients and flow discharge
Sediment transport capacity (Tc) is an essential parameter in the establishment of the slope soil erosion model. Slope type is an important crucial factor affecting sediment transp...
LAND SLIDE ANALYSIS USING DIGITAL ELEVATION MODELS
LAND SLIDE ANALYSIS USING DIGITAL ELEVATION MODELS
Landslides almost every year occur in Indonesia, this rare landslide that can be detected early. because so far the prediction of slope slope is difficult. To predict the calculati...
Study on Stability Analysis Method of Loess Slope Based on Catastrophe Theory – A Case Study of Loess Slope in Yili, Xinjiang
Study on Stability Analysis Method of Loess Slope Based on Catastrophe Theory – A Case Study of Loess Slope in Yili, Xinjiang
Based on the mutation theory, the paper studies the stability of loess slope, and discusses the loess slope in Yili region in Xinjiang. From the perspective of mechanics, the paper...
Second Order Slope Rotatable Designs of Second Type Utilizing Balanced Incomplete Block Designs
Second Order Slope Rotatable Designs of Second Type Utilizing Balanced Incomplete Block Designs
Kim (2002) proposed second order rotatable designs (SORD) of second type utilizing Central composite design (CCD), wherein the two digits denotes the position of star points. Kim ...

