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FUNDAMENTAL OF DYNAMICAL ANALYSIS OF THE BLAST-RESISTANT UNDERGROUND STRUCTURES 被引量:1
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作者 赵玉祥 宋熙太 钱尔旋 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1993年第5期407-415,共9页
In this paper, the generalized variational principle of dynamic analysis for the blast-resistant underground structures is established, and the corresponding generalized functional of elastoplastic analysis for underg... In this paper, the generalized variational principle of dynamic analysis for the blast-resistant underground structures is established, and the corresponding generalized functional of elastoplastic analysis for underground structures is derived, and the generalized variational principle of nonconservative system is given, thus the fundamental of dynamical analysis for underground structures to resist blast is proposed. Finally, for the underground cylindrical structure to resist blast, dynamical calculations are made, and compared with the test results. 展开更多
关键词 generalized variational principle dynamical analysis of structure elastoplastic analysis blast-resistant underground structure
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ROLE OF UNDERGROUND STRUCTURE DEFORMATION VELOCITY IN THE ANALYSIS OF BLAST-RESISTANT STRUCTURES
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作者 ZHAO Xiao-bing(赵晓兵) +1 位作者 FANG Qin(方秦) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2002年第4期487-492,共6页
The structural deformation velocity plays a significant role in the dynamic calculation of underground blast-resistant structures. The motion differentiating equation of a structure system taking into account the role... The structural deformation velocity plays a significant role in the dynamic calculation of underground blast-resistant structures. The motion differentiating equation of a structure system taking into account the role of deformation velocity of the structure will truthfully describe the actual situation of structural vibration. With the one-dimensional plane wave theory, the expression of load on the structural periphery is developed, and the generalized variation principle for the dynamic analysis of underground arched-bar structures is given. At the same time, the results of the numerical calculation are compared. 展开更多
关键词 blast-resistant structure dynamic analysis structural deformation velocity generalized variation principle
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A blast-resistant and high-yielding rice variety Shuangchao 25
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作者 HUANG Huijun Liu Lixian ZHANG Junying ZHOU Hanqin HUANG Yaoxiang Rice Research Institute,Guangdong Academy of Agricultural Sciences (GAAS),Guangzhou 510640,China 《Chinese Rice Research Newsletter》 1991年第3期1-2,共2页
Shuangchao 25 was derived from the cross ofShuanggui 36/Kang 2 in 1983.The female parentwas a panicle-number type with quick growth andstrong-tiUering ability.The male parent was apanicle-weight type with Bl and BB re... Shuangchao 25 was derived from the cross ofShuanggui 36/Kang 2 in 1983.The female parentwas a panicle-number type with quick growth andstrong-tiUering ability.The male parent was apanicle-weight type with Bl and BB resistance.The segregated progenies were selected by the"Method of Combination and Population Selec- 展开更多
关键词 HIGH A blast-resistant and high-yielding rice variety Shuangchao 25
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Experimental investigation of ultra-early-strength cement-based selfcompacting high strength concrete slabs(URCS)under contact explosions 被引量:1
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作者 Wei Wang Qing Huo +2 位作者 Jian-chao Yang Jian-hui Wang Xing Wang 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2023年第6期326-339,共14页
In this paper,UR50 ultra-early-strength cement-based self-compacting high-strength concrete slabs(URCS)have been subjected to contact explosion tests with different TNT charge quality,aiming to evaluate the anti-explo... In this paper,UR50 ultra-early-strength cement-based self-compacting high-strength concrete slabs(URCS)have been subjected to contact explosion tests with different TNT charge quality,aiming to evaluate the anti-explosive performance of URCS.In the experiment,three kinds of ultra-early-strength cement-based reinforced concrete slabs with different reinforcement ratios and a normal concrete slab(NRCS)were used as the control specimen,the curing time of URCS is 28 days and 24 h respectively.The research results show that URCS has a stronger anti-explosion ability than NRCS.The failure mode of URCS under contact explosion is that the front of the reinforced concrete slab explodes into a crater,and the back is spall.With the increase of the charge,the failure mode of the reinforced concrete slab gradually changed to explosive penetration and explosive punching.The experiment results also show that the reinforcement ratio of URCS has little effect on the anti-blast performance,and URCS can reach its anti-blast performance at 28 days after curing for 24 h.On this basis,the damage parameters of URCS for different curing durations were quantified,and an empirical formula for predicting the diameter of the crater and spalling was established. 展开更多
关键词 Ultra-early-strength concrete slabs Blast load Contact blast blast-resistant performance
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Induced Pib Expression and Resistance to Magnaporthe grisea are Compromised by Cytosine Demethylation at Critical Promoter Regions in Rice
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作者 Yuan Li Qiong Xia +6 位作者 Hongping Kou Dan Wang Xiuyun Lin Ying Wu Chunming Xu Shaochen Xing Bao Liu 《Journal of Integrative Plant Biology》 SCIE CAS CSCD 2011年第10期814-823,共10页
Pib is a well-characterized rice blast-resistance gene belonging to the nucleotide binding site (NBS) and leucine-rich repeat (LRR) superfamily. Expression of Pib was low under non-challenged conditions, but stron... Pib is a well-characterized rice blast-resistance gene belonging to the nucleotide binding site (NBS) and leucine-rich repeat (LRR) superfamily. Expression of Pib was low under non-challenged conditions, but strongly induced by the blast-causing fungal pathogen Magnaporthe grisea, thereby conferring resistance to the pathogen. It is generally established that cytosine methylation of the promoter-region often plays a repressive role in modulating expression of the gene in question. We report here that two critical regions of the Pib promoter were heavily CG cytosine-methylated in both cultivars studied. Surprisingly, induced expression of Pib by M. grisea infection did not entail its promoter demethylation, and partial demethylation by 5-azacytidine-treatment actually reduced Pib expression relative to wild- type plants. Accordingly, the blast disease-resistance was compromised in the 5'-azaC-treated plants relative to wild-type. In contrast, the disease susceptibility was not affected by the 5'-azaC treatment in another two rice cultivars that did not contain the Pib gene, ruling out effects of other R genes and non.specific genotoxic effects by the drug-treatment as a cause for the compromised Pib-conditioned blast-resistance. Taken together, our results suggest that promoter DNA methylation plays a novel enhancing role in conditioning high-level of induced expression of the Pib gene in times of M. grisea infection, and its conferred resistance to the pathogen. 展开更多
关键词 DNA methylation Magnaporthe grisea blast-resistance induced Pib expression.
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