| 研究生: |
高建國 |
|---|---|
| 論文名稱: |
The Construction and E-optimality of Linear Trend-Free Block Designs |
| 指導教授: |
丁兆平
蔡風順 |
| 學位類別: |
博士
Doctor |
| 系所名稱: |
商學院 - 統計學系 Department of Statistics |
| 論文出版年: | 2002 |
| 畢業學年度: | 90 |
| 語文別: | 英文 |
| 論文頁數: | 113 |
| 外文關鍵詞: | BIB design, Linear trend-free design, Nearly trend-free design, E-optimal |
| 相關次數: | 點閱:434 下載:30 |
| 分享至: |
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Suppose there is a systematic effect or trend that influences the observations in addition to the block and treatment effects. The problem of experimental designs in the presence of trends was first studied by Cox (1951,1952). Bradley and Yeh (1980) define the concept of trend-free block designs, i.e., the designs in which the analysis of treatment effects are essentially the same whether the trend effects are present or not. If the trend effect within each blocks are the same and linear, Yeh and Bradley (1983) derive a simple necessary condition for designs to be linear trend-free,
r<sub>i</sub>(k+1)≡0 (mod 2), 1≦i≦v, (1)
where r<sub>i</sub> is the replication of treatment i, for 1≦i≦v, and k is block size.
In case where a trend-free version does not exist Yeh et al. (1985) suggest the use of “ nearly trend-free version”. Chai (1995) pays attention to situations where (1) does not hold. He also shows that often, under these circumstances, a nearly linear trend-free design could be constructed.
Designs that are derived by extending or deleting m disjoint and binary blocks from BIBD (v,b,k,r,λ)'s are considered. If the resulting designs have linear trend-free versions, by Constantine (1981), they are E-optimal designs with the corresponding classes. When k is even, however, it is impossible to have linear trend-free versions since not all the r<sub>i</sub>'s are even in such type of designs and (1) is violated. In this paper, we shall convert the designs to be nearly linear trend-free versions of them by permuting the treatment symbols within blocks, and investigate that the resulting designs remain to be E-optimal.
致謝辭
Abstract
Contents
1. Introdution-----1
2. Notation and Preliminary Result-----5
3. Eigenvalue-----13
4. Construction Method-----21
5. Main Result-----96
References-----104
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