苹果轮纹病菌对吡唑醚菌酯的敏感性及Cytb基因序列分析

为了明确苹果轮纹病菌Botryosphaeria dothidea对吡唑醚菌酯的敏感性和吡唑醚菌酯的靶标基因序列, 采用菌丝生长速率法测定了水杨肟酸对B. dothidea 菌丝生长的作用, 探讨了添加或不添加水杨肟酸的情况下病原菌对吡唑醚菌酯敏感性的变化; 并测定了不同产区的80株B. dothidea 对吡唑醚菌酯的敏感性以及440株B. dothidea 对吡唑醚菌酯的抗性; 然后, 扩增并分析了具有不同敏感性的菌株的细胞色素b基因 (Cytb) 序列?结果表明:不同浓度水杨肟酸对菌丝生长的抑制作用不同?添加40 μg/mL水杨肟酸不影响吡唑醚菌酯的EC50?菌株的敏感性频率符合近似正态分布, 各产区菌株对吡唑醚菌酯的敏感性没有显著差异, 吡唑醚菌酯平均EC50为(2.95±2.11) μg/mL, 没有检测到抗性菌株?靶标基因序列分析表明, Cytb基因在F129?G137和G143位密码子上没有产生点突变, 首次发现在143位密码子后有内含子插入?     

ANALYTIC SOLUTION OF CYLINDRICAL SHELL ROOF UNDER GENERAL TRANSVERSE LOCAL LOADINGS

This paper uses the method of mixed-type series to derive the analyticsolution of cylindrical shell roof,being simply supported transversely,arbitra-rily restrained longitudinally and subjected to gereral transverse local loads.This paper also presents the analytic expressions of the solutions for somekinds of local load.Some examples of this kind of shell roof subjected to ainlined single force near the middle of it with free lorgitudinal edges aregiven.The computation shows that the convergence of the solution is woll     

ANALYSIS OF OPERATING CONDITIONS FOR DIAGONAL MINE FANS

We shall discuss the real opererating conditions of the mine fans . in the mine diagonal ventilation system and establish a set of mathematics model for analysing the real engineering to provide judgement for technical manage ment of mine ventilation.     

Application of Attribute Reduct Method in Spatial Load Forecasting

Spatial load forecasting is a process distributing the total forecasted load to all partitioned area, and involving more spatial information and more factor influencing application of the future small area, which need a great deal of memory space and longer operation time. Rough set is new method of data analysis. It need not be provided with any advanced information except data set. But attribute reduct is its main algorithms. Division matrix approach on rough set used to reduce the attribute related to land - use decision in order to remove redundancy attribute and then the rules of small area land - use decision is distilled. The method obtained better effect and enhanced the total load forecasting efficiency.     

Analysis of Load-bearing Characteristics of Concrete Pile Composite Foundation

Some conclusions were drawn from two groups of in-site tests on concrete pile composite foundations. In the tests, it was found that the pressure under the rigid loading slab is different, in which the pressure under the center of the slab is the less and under the edge of the slab is the biggest. The pile-soil stress ratio is not a constant; it increases with the adding of the load. Most of the pile-soil ratio vary from 9 to 13 in these tests and the load that the piles share can be more than seventy percent of the whole load. It was proved that the bearing capacity of the concrete pile composite foundation is high with a little settlement, so it will be used more and more in the future.