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Meta-analysis of Gene Expression Data Identifies Causal Genes for Prostate Cancer
Wang, Xiang-Yang,Hao, Jian-Wei,Zhou, Rui-Jin,Zhang, Xiang-Sheng,Yan, Tian-Zhong,Ding, De-Gang,Shan, Lei Asian Pacific Journal of Cancer Prevention 2013 Asian Pacific journal of cancer prevention Vol.14 No.1
Prostate cancer is a leading cause of death in male populations across the globe. With the advent of gene expression arrays, many microarray studies have been conducted in prostate cancer, but the results have varied across different studies. To better understand the genetic and biologic mechanisms of prostate cancer, we conducted a meta-analysis of two studies on prostate cancer. Eight key genes were identified to be differentially expressed with progression. After gene co-expression analysis based on data from the GEO database, we obtained a co-expressed gene list which included 725 genes. Gene Ontology analysis revealed that these genes are involved in actin filament-based processes, locomotion and cell morphogenesis. Further analysis of the gene list should provide important clues for developing new prognostic markers and therapeutic targets.
Hot-Stamping Die-Cooling System for Vehicle Door Beams
Zhong-de Shan,Yong-sheng Ye,Mi-lan Zhang,Bao-yu Wang 한국정밀공학회 2013 International Journal of Precision Engineering and Vol. No.
The need for lightweight automobiles has promoted the rapid development of hot stamping. The cooling system of the hotstamping die determines the performance of hot-stamped workpieces. By establishing a simplified hot-stamping model, we determined that the temperature–time curve of a workpiece is an exponential function. Our research results showed that the depth from the die surface to the cooling pipes has the biggest impact on the cooling rate and uniformity of the workpiece; the correct depth must be ensured to obtain a uniform quenching rate. By studying the cooling buffer flumes, we discovered that the water flow in the pipes becomes more uniform with increasing flume width. With an increase in the flume height, the water flow uniformity in the pipes first increased, and then decreased. In addition, augmenting the pipe diameter near the inlet improved the water flow uniformity in the pipes.
High Performance Wilkinson Power Divider Using Integrated Passive Technology on SI-GaAs Substrate
Cong Wang,Cheng Qian,De-Zhong Li,Wen-Cheng Huang,Nam-Young Kim 한국전자파학회JEES 2008 Journal of Electromagnetic Engineering and Science Vol.8 No.3
An integrated passive device(IPD) technology by semi-insulating(SI)-GaAs-based fabrication has been developed to meet the ever increasing needs of size and cost reduction in wireless applications. This technology includes reliable NiCr thin film resistor, thick plated Cu/Au metal process to reduce resistive loss, high breakdown voltage metalinsulator-metal(MIM) capacitor due to a thinner dielectric thickness, lowest parasitic effect by multi air-bridged metal layers, air-bridges for inductor underpass and capacitor pick-up, and low chip cost by only 6 process layers. This paper presents the Wilkinson power divider with excellent performance for digital cellular system(DCS). The insertion loss of this power divider is ?0.43 ㏈ and the port isolation greater than ?22 ㏈ over the entire band. Return loss in input and output ports are ?23.4 ㏈ and ?25.4 ㏈, respectively. The Wilkinson power divider based on SI-GaAs substrates is designed within die size of 1.42 ㎟.
Study of the Ultimate Load Capacity of K-Type Tube-Gusset Plate Connections
Yan-Zhong Ju,Jia-Yang Li,De-Hong Wang,Jun-Feng Bai 한국강구조학회 2018 International Journal of Steel Structures Vol.18 No.2
In order to investigate the ultimate load capacity of K-type tube-gusset plate connections with stiff ened plate, the static tests of fi ve full-scale specimens were conducted in this study. The results indicate that the end stiff ened plate is critical for improving the load capacity of the connections. In addition, the parametric nonlinear fi nite element analysis of the K-type tube-gusset plate specimens was performed with account of such non-dimensional parameters as chord diameter-to-thickness ratio ( γ ), plate width-to-chord diameter ratio ( α ), plate thickness-to-chord thickness ratio ( 1 ), stiff ened plate thickness ( t d ), and nominal-to-yield stress ratio ( η ). The above analysis implies that the ultimate load capacity decreases with the increment of γ and increases with the increment of α and 1 , while it is only slightly aff ected by the stiff ened plate thickness. Compare the results of the fi nite element analysis with assessment by design guides existing. Based on the former results, an equation for estimating the load capacity of K-type tube-stiff ened gusset plate is proposed.
Wei-Bin Ni,De-Hao Qiao,Hong-Wei Sun,Xu Zhang,Zhong-Wen Zhang,Shao-Jie Wang 대한토목학회 2022 KSCE JOURNAL OF CIVIL ENGINEERING Vol.26 No.2
Precast concrete frame structure with nonrectangular columns are becoming attractive to researchers and engineers owing to advantages such as avoiding column protrusion from walls and saving space. This paper presents the experimental investigation of a full-scale precast concrete frame structure with L-shaped columns (PCFS) subjected to reverse cyclic loading. The precast connection adopted grouted anchor connection. As a comparison and benchmark, one full-scale monolithic sample (RCFS) was also tested. The results indicates that the greater steel ratio in the grouted anchor connection region leads to a high local stiffness of the elements, which contributed to delaying occurrence of the first crack at the grouting holes. The failure mode, lateral load capacity, stiffness degradation, load-carrying capacity degradation, energy-dissipating capacity, ductility and interlayer residual deformation were compared between two specimens. PCFS specimen exhibited comparatively better hysteretic behavior, energy-dissipating capacity, residual deformation-resisting capacity and ductility. For RCFS and PCFS specimens, the peak load difference was within 7%. About 15% increases in ductility were observed for PCFS specimen compared with RCFS specimen. The test results would provide reference for the application of the precast concrete structure with nonrectangular columns in the new residential buildings.
Effects of boundary layer and liquid viscosity and compressible air on sloshing characteristics
Zou, Chang-Fang,Wang, De-Yu,Cai, Zhong-Hua The Society of Naval Architects of Korea 2015 International Journal of Naval Architecture and Oc Vol.7 No.4
In this paper, numerical investigations for tank sloshing, based on commercial CFD package FLUENT, are performed to study effects of boundary layer grid, liquid viscosity and compressible air on sloshing pressure, wave height and rising time of impact pressure. Also, sloshing experiments for liquids of different viscosity are carried out to validate the numerical results. Through comparison of numerical and experimental results, a computational model including boundary layer grid can predict the sloshing pressure more accurately. Energy dissipation due to viscous friction leads to reduction of sloshing pressure and wave elevation. Sloshing pressure is also reduced because of cushion effect of compressible air. Due to high viscosity damping effect and compressible air effect, the rising time of impact pressure becomes longer. It is also found that liquid viscosity and compressible air influence distribution of dynamic pressure along the vertical tank wall.