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[期刊论文] 作者:ZHANG Meng,ZHAO Ming-Hua, 来源:中国物理C(英文版) 年份:2004
A number of superconducting cavities of axis-symmetric geometry have been considered to study the effect in order to achieve the desired performance.It is shown...
[期刊论文] 作者:ZOU Xin-jun,ZHAO Ming-hua, 来源:中南大学学报(英文版) 年份:2013
  In order to find out the bearing behavior of super-long piles located in deep soft clay over stiff layers around Dongting Lake, China, a test pile was first...
[期刊论文] 作者:Bin-Qing Zhao,Ming-Hua Zhao,Mi, 来源:核技术:英文版 年份:2017
A front-end electronics of dose monitor has been developed for measuring irradiation dose to the patient in Shanghai Advanced Proton Therapy Facility. The paral...
[期刊论文] 作者:ZHAO Ming-hua,DENG You-sheng,L, 来源:中南大学学报(英文版) 年份:2004
[期刊论文] 作者:ZHAO Ming-hua,ZHANG Ling,YANG, 来源:中南工业大学学报(英文版) 年份:2004
The mechanism of long-short composite piled raft foundation was discussed. Assuming the relationship between shear stress and shear strain of the surrounding so...
[期刊论文] 作者:ZHANG Meng,ZHAO Ming-Hua,WANG, 来源:中国物理C(英文版) 年份:2004
During the design process,multipacting effect has been taken into consideration using a 2D simulation code MultiPac and all of the corners are rounded to suppre...
[期刊论文] 作者:ZHAO Ming-hua,YANG Ming-hui,ZO, 来源:中南工业大学学报(英文版) 年份:2004
The load transfer analytical method is applied to study the bearing mechanism of piles with vertical load in this paper. According to the different hardening ru...
[期刊论文] 作者:ZHAO Ming-hua,LIU Jian-hua,LIU, 来源:中南工业大学学报(英文版) 年份:2004
Based on the characteristic that the potential sliding surfaces of rock slope are commonly in the shape of either line or fold line, analysis thought of convent...
[期刊论文] 作者:ZHAO Ming-hua,YANG Jing,YANG M, 来源:中南大学学报(英文版) 年份:2004
In seismic design of tapered high pier, the analysis of natural vibration frequency is of great importance. According to the engineering features of tapered hig...
[期刊论文] 作者:ZHANG Ling,ZHAO Ming-hua,HE We, 来源:中南工业大学学报(英文版) 年份:2004
Based on the discussion about working mechanism of horizontal reinforcement and that of vertical reinforcement,respectively, the working mechanism of two-direct...
[期刊论文] 作者:ZHAO Ming-hua,HENG Shuai,ZHENG Yue, 来源:中南大学学报(英文版) 年份:2017
On the basis of the two dimensional finite element analysis model, the pile foundations’ mechanical effect of the rigid pile composite foundation under the dyn...
[期刊论文] 作者:ZHAO Ming-hua,HE Wei,WANG Hong-hua, 来源:中南工业大学学报(英文版) 年份:2007
The nonlinear large deflection differential equation, based on the assumption that the subsoil coefficient is the 2nd root of the depth, was established by ener...
[期刊论文] 作者:ZOU Xin-jun,ZHAO Ming-hua,LIU Guang-dong, 来源:中南工业大学学报(英文版) 年份:2007
In order to discuss the buckling stability of super-long rock-socketed filling piles widely used in bridge engineering in soft soil area such as Dongting Lake,...
[期刊论文] 作者:CAO Wen-gui,ZHANG Yong-jie,ZHAO Ming-hua, 来源:中南工业大学学报(英文版) 年份:2007
Randomness and fuzziness are among the attributes of the influential factors for stability assessment of pile foundation.According to these two characteristics,...
[期刊论文] 作者:SU Yong-hua,ZHANG Peng,ZHAO Ming-hua, 来源:中南工业大学学报(英文版) 年份:2007
An approach of limit state equation for surrounding rock was put forward based on deformation criterion. A method of symmetrical sampling of basic random variab...
[期刊论文] 作者:LIU Xiao-ming,ZHAO Ming-hua,SU Yong-hua, 来源:中南工业大学学报(英文版) 年份:2007
Slacking experiments were performed on the red beds weak rock from vicinity of Changsha. Grain size distribution of the slacking rock was tested periodically du...
[期刊论文] 作者:SU Yong-hua,ZHAO Ming-hua,ZHANG Yue-ying, 来源:中南工业大学学报(英文版) 年份:2008
Based on Bishop’s model and by applying the first and second order mean deviations method, an approximative solution method for the first and second order part...
[期刊论文] 作者:YANG Ming-hui,ZHANG Xiao-wei,ZHAO Ming-hua, 来源:中南大学学报(英文版) 年份:2011
A simplified approach is presented for the analysis of the settlement of vertically loaded pile groups.In order to simulate the nonlinear pile-to-pile interacti...
[期刊论文] 作者:Tang Jia-Shi,Zhao Ming-Hua,Han Feng,Zhang Liang, 来源:中国物理B(英文版) 年份:2011
[期刊论文] 作者:ZHAO Ming-hua,JIANG Chong,CAO Wen-gui,LIU Jian-hua, 来源:中南工业大学学报(英文版) 年份:2007
According to the engineering features of higher pile-column bridge pier in mountainous area, a clamped beam mechanical model was set up by synthetically analyzi...
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