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Theory and formula innovation of the Tongfei Huajie prescription in preventing and treating lung cancer based on the concept of“lung ventilation and Qi regulation”
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作者 LI Yue LI Ruiyu +2 位作者 LI Xing LI Meng GUO Junqiao 《World Journal of Integrated Traditional and Western Medicine》 2025年第2期66-76,共11页
Objectives:To propose a new idea of“lung ventilation and Qi regulation”for preventing and treating lung cancer,and to summarize the corresponding Tongfei Huajie prescription,as a systematic theoretical and practical... Objectives:To propose a new idea of“lung ventilation and Qi regulation”for preventing and treating lung cancer,and to summarize the corresponding Tongfei Huajie prescription,as a systematic theoretical and practical innovation.Methods:Based on the etiology and pathogenesis of lung cancer,the anatomy,physiology and pathology of the lung,and inspired by the ancient“Tuoyue”(bellows)theory,this study combined the clinical observation of ventilation issues in lung cancer patients.The Tongfei Huajie prescription was formulated following the classic principle of monarch(Jun),minister(Chen),assistant(Zuo),and guide(Shi),and was interpreted with modern pharmacological research.Results:A novel therapeutic concept of“lung ventilation and Qi regulation”was proposed.The corresponding Tongfei Huajie prescription was developed,which has the effects of ventilating the lung,expelling phlegm dampness,tonifying Qi,tonifying the kidney and spleen for lung health,soothing the liver and descending lung Qi,and clearing the heart and moistening the lung.Clinical application has achieved obvious curative effect.Conclusions:This work presents a systematic summary of the innovation in“theory,method,formula and herb”for lung cancer treatment,demonstrating the advantages of Traditional Chinese Medicine in this field. 展开更多
关键词 Lung cancer Lung ventilation and Qi regulation Tongfei Huajie prescription Theoretical innovation
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AR-Dedupe: An Efficient Deduplication Approach for Cluster Deduplication System 被引量:2
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作者 邢玉轩 肖侬 +2 位作者 刘芳 孙振 何晚辉 《Journal of Shanghai Jiaotong university(Science)》 EI 2015年第1期76-81,共6页
As data are growing rapidly in data centers,inline cluster deduplication technique has been widely used to improve storage efficiency and data reliability.However,there are some challenges faced by the cluster dedupli... As data are growing rapidly in data centers,inline cluster deduplication technique has been widely used to improve storage efficiency and data reliability.However,there are some challenges faced by the cluster deduplication system:the decreasing data deduplication rate with the increasing deduplication server nodes,high communication overhead for data routing,and load balance to improve the throughput of the system.In this paper,we propose a well-performed cluster deduplication system called AR-Dedupe.The experimental results of two real datasets demonstrate that AR-Dedupe can achieve a high data deduplication rate with a low communication overhead and keep the system load balancing well at the same time through a new data routing algorithm.In addition,we utilize application-aware mechanism to speed up the index of handprints in the routing server which has a 30%performance improvement. 展开更多
关键词 cluster deduplication system routing algorithm application-aware
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Research on Service Life Prediction Model of Concrete Structure of Sea-crossing Bridge 被引量:2
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作者 WANG C J ZHANG G Z +3 位作者 LIU K X TU L Q LI J H QIN M Q 《武汉理工大学学报》 CAS CSCD 北大核心 2010年第17期141-146,共6页
According to the chloride corrosion environment,service life prediction model of concrete structure of sea-crossing bridge was built using modified Fick's second law and the whole probability calculation method,wh... According to the chloride corrosion environment,service life prediction model of concrete structure of sea-crossing bridge was built using modified Fick's second law and the whole probability calculation method,which was suitable for China. Furthermore,a visual service life prediction program of concrete structure was developed by optimized Monte Carlo method. Meanwhile,Life 365 program was compared,indicating reliability of the prediction program. Finally,the validity of prediction model was verified in JinTang Bridge of Zhoushan Island Mainland Linkage Project. 展开更多
关键词 sea-crossing bridge concrete structure service life PREDICTION MODEL verify
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Preparation of Polystyrene/Triphenyl Phosphate Composites by Suspension Polymerization and Melt Extrusion Method A Comparative Study 被引量:1
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作者 Cun-wei Zhang Rong-jie Yang +1 位作者 李向梅 De-qi Yi 《Chinese Journal of Polymer Science》 SCIE CAS CSCD 2016年第6期688-696,共9页
Polystyrene (PS)/triphenyl phosphate (TPP) composites were prepared by both suspension polymerization and melt extrusion, and a comparative study of the flame retardance and mechanical properties was carried out. ... Polystyrene (PS)/triphenyl phosphate (TPP) composites were prepared by both suspension polymerization and melt extrusion, and a comparative study of the flame retardance and mechanical properties was carried out. The results showed that suspension polymerization was a better technique than melt extrusion for obtaining good dispersity of the PS/TPP composite. The TPP nanoparticles, which were approximately 50 nm in size, were homogenously and uniformly dispersed in the PS matrix by suspension polymerization in one-step. However, the PS/TPP composite was partially agglomerated, exhibiting irregularly shaped micron-scale particles as a result of melt extrusion. In contrast to the melt extrusion, the limited oxygen index (LOI) of the PS/TPP nanocomposite by suspension polymerization increased to 22.6% from 21.8%, and time to ignition (TTI) increased by 12.3%, the peak heat release rate (PHRR) decreased by 8.5%, and the total heat release (THR) decreased by 11.0%. The mechanical properties of the PS/TPP nanocomposite by suspension polymerization also increased. The tensile strength, elongation at break, and flexural strength increased by 36.4%, 8.5%, and 108%, respectively. 展开更多
关键词 POLYSTYRENE Triphenyl phosphate Flame retardance Suspension polymerization Melt extrusion.
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Risk assessment study on bridge foundation in deep overlying stratum 被引量:2
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作者 Zhang Xiangqun Wang Jingguo Liu Manhong 《Engineering Sciences》 EI 2012年第3期38-43,共6页
Based on the analysis about the hydrogeological conditions and engineering geological conditions, this paper makes analysis on the possible risks of the deep overlying stratum foundation and establishes the risk evalu... Based on the analysis about the hydrogeological conditions and engineering geological conditions, this paper makes analysis on the possible risks of the deep overlying stratum foundation and establishes the risk evaluation index system during the foundation operating period. Such methods as analytic hierarchy process (AHP) , Delphi method and fuzzy comprehensive evaluation method are adopted to make the quantitative analysis on the risk factors and establish the risk judgment model. According to the actual engineering of Taizhou Bridge, the paper evaluates the risk of the foundation during the operating period at the condition of deep overlying stratum. The evaluation results can provide the reference for the risk management of the bridge foundation durin~ the ooerating period. 展开更多
关键词 risk assessment deep overlying stratum suspension bridge AHP
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Construction and alignment control of the middle steel pylon of Taizhou Bridge 被引量:2
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作者 Ji Lin You Xinpeng 《Engineering Sciences》 EI 2011年第2期46-50,共5页
The general construction procedure of the steel middle pylon is briefly introduced. The alignment control of the pylon is carried out during the whole process of the construction. The control concept is extended to th... The general construction procedure of the steel middle pylon is briefly introduced. The alignment control of the pylon is carried out during the whole process of the construction. The control concept is extended to the manufacture stage. The manufacturing alignment error is strictly controlled in the segments precast process in factory, and the error is recognized and predicted precisely during the installation stage. The adjusting joints are employed to amend the accumulated error, which ensure that the steel pylon alignment could satisfy the precision requirements after installation. 展开更多
关键词 CONSTRUCTION alignment control steel pylon whole process
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Research on the influence of the fly ash on the concrete carbonation 被引量:2
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作者 Chen Ce Zhong Jianchi 《Engineering Sciences》 EI 2011年第2期93-96,共4页
The influence of fly ash on the fresh properties, mechanical properties and carbonation properties were studied in this paper. The performance of a kind of curing agent which was applied to the hardened concrete surfa... The influence of fly ash on the fresh properties, mechanical properties and carbonation properties were studied in this paper. The performance of a kind of curing agent which was applied to the hardened concrete surface was evaluated. Incorporating large volume of fly ash will risk the concrete carbonation. The curing agent could prevent the concrete carbonation, and the mechanism was explained. 展开更多
关键词 CONCRETE fly ash curing agent
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A Metadata Model Based on Coupling Testing Information to Increase Testability of Component 被引量:1
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作者 马良荔 郭福亮 吴朝晖 《Journal of Donghua University(English Edition)》 EI CAS 2008年第1期58-64,共7页
A software component must be tested every time it is reused in order to assure quality of component itself and system in which it is to be integrated.So how to increase testability of component has become a key techno... A software component must be tested every time it is reused in order to assure quality of component itself and system in which it is to be integrated.So how to increase testability of component has become a key technology in the software engineering community.Here a method is introduced to increase component testability.And meanings of component testability and relative effective ways to increase testability are summarized.Then definitions of component coupling testing criterion,DU-I(Definition-Use Information) and OP-Vs(Observation-Point Values)are given.Base on these,a definition-use table is introduced,which includes DU-A and OP-Vs item,to help component testers to understand and observe interior details about component under test better.Then a framework of testable component based on above DU-table is given.These facilities provide ways to detect errors,observe state variables by observation-points based monitor mechanism.Moreover,above methods are applied to our application developed by ourselves before,and some test cases are generated.Then our method is compared with Orso method and Kan method using the same example,presenting the comparison results.The results illustrate the validity of our method,effectively generating test cases and killing more mutants. 展开更多
关键词 COMPONENT component-based software testing coupling testing METADATA
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Design and Pilot Programs of Marine Exposure Station of A Sea-crossing Bridge 被引量:1
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作者 QIN M Q WANG C J +2 位作者 TU L Q ZHANG G Z SUN T X 《武汉理工大学学报》 CAS CSCD 北大核心 2010年第17期131-136,共6页
This paper presents the Location,the structural design as well as the anti-corrosion and the pilot programs of the marine exposure station of Zhoushan Archipelago seas sea-crossing bridges. Subjected to the marine env... This paper presents the Location,the structural design as well as the anti-corrosion and the pilot programs of the marine exposure station of Zhoushan Archipelago seas sea-crossing bridges. Subjected to the marine environment,the concrete structures in serve with different mixing proportions,cover thickness,additional anti-corrosion measures such as rust-preventing agent,coating,penetration crystalline waterproof material,silicone and permeable fabric were studied. Those results obtained provide important information for the maintenance of marine concrete and the structural design of sea-crossing bridges in the above sea area. 展开更多
关键词 exposure station sea-crossing bridge marine concrete DURABILITY DESIGN
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Reliability simulation and analysis of phased-mission system with multiple states 被引量:1
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作者 SU Xujun LYU Xuezhi 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2019年第3期624-632,共9页
Basing on discrete event simulation, a reliability simulation algorithm of the phased-mission system with multiple states is put forth. Firstly, the concepts and main characters of phasedmission system are discussed, ... Basing on discrete event simulation, a reliability simulation algorithm of the phased-mission system with multiple states is put forth. Firstly, the concepts and main characters of phasedmission system are discussed, and an active and standby redundancy (AS) tree structure method to describe the system structure of each mission phase is brought forward. Secondly, the behavior of the phased-mission system with multiple states is discussed with the theory of state chart. Thirdly, basing on the discrete event simulation concept, a simulation algorithm to estimate reliability parameters of the phased-mission system with multiple states is explored. Finally, an example is introduced and analyzed, and the analysis result verifies the algorithms. The simulation algorithm is practical and versatile, for it can model complex behavior of phased-mission system flexibly, and more reliability parameters to understand system operation can be attained. 展开更多
关键词 RELIABILITY phased-mission system DISCRETE EVENT SIMULATION SIMULATION and analysis
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The study of temperature effects on steel box girder for Taizhou Bridge 被引量:2
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作者 Miao Changqing Feng Zhaoxiang +1 位作者 Wang Yichun Shi Changhua 《Engineering Sciences》 EI 2012年第3期81-87,共7页
Using the temperature gradient which was proposed by continuously measuring flat steel box girder of Runyang Bridge, temperature effects of flat steel box girder were studied for Taizhou Bridge. With three temperature... Using the temperature gradient which was proposed by continuously measuring flat steel box girder of Runyang Bridge, temperature effects of flat steel box girder were studied for Taizhou Bridge. With three temperature gradient models (JTG D60--2004 specification, BS5400 specification and the temperature gradient which was proposed in this paper), the stress of control sections was calculated by finite element program ANSYS. The calculated result indicated that the temperature gradient that was put forward in JTG D60-2004 specification and BS5400 specification for calculating the stress of fiat steel box girder was not suitable to apply to fiat steel box girder. The temperature gradient on flat steel box girder which was proposed in this paper was reasonable. 展开更多
关键词 suspension bridge flat steel box girder temperature gradient STRESS
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Design and construction of Sutong Bridge tower 被引量:2
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作者 Luo Chengbin Zhou Jianlin +1 位作者 Tian Wei Dai Jie 《Engineering Sciences》 EI 2009年第1期45-51,共7页
Sutong Bridge tower which is 300.4 m is the highest one in the world.The tower anchor area uses the steel-concrete composite structure,its structure and the stress mechanism are complex,so it must be paid more attenti... Sutong Bridge tower which is 300.4 m is the highest one in the world.The tower anchor area uses the steel-concrete composite structure,its structure and the stress mechanism are complex,so it must be paid more attention to the structure durable issue.The 300 m height makes the tower quite sensitive to the environmental factors such as wind and temperature.The wind resistance safety of tower in construction stage is especially important.In this paper,the design of composite structure is introduced.The key technologies of tower geometry control and wind resistance in construction stage are analyzed. 展开更多
关键词 Sutong Bridge TOWER DESIGN CONSTRUCTION key technology
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Design and construction of scour protection for deep-water group pile foundation structures of two pylons in the Sutong Bridge project 被引量:1
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作者 He Ping Guan Yijun Zhang Xiongwen Zhang Qun Zhou Jianhua 《Engineering Sciences》 EI 2009年第1期37-44,共8页
Sutong Bridge,as a world-record cable-stayed bridge with its main span exceeding 1 000 m constructed in Yangtze River estuary region in China,is located at a site with complicated hydrologic conditions and poor geotec... Sutong Bridge,as a world-record cable-stayed bridge with its main span exceeding 1 000 m constructed in Yangtze River estuary region in China,is located at a site with complicated hydrologic conditions and poor geotechnical conditions and therefore,scour protection will be a decisive factor for ensuring smooth and successful construction of this bridge.This paper,starting from structural description of deep-water group pile foundation,analyzes impact to the bridge safety introduced by scour and its protection and further presents different solutions of scour protection for foundation structures of this bridge. 展开更多
关键词 Sutong Bridge deep-water group piles scour protection DESIGN CONSTRUCTION
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Study on dangerous collision area of ships out of control in Sutong Bridge area 被引量:1
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作者 Fang Jianhua Xu Yanmin +2 位作者 Liu Mingjun Zhang Jingcheng Li Bing 《Engineering Sciences》 EI 2009年第1期83-86,共4页
Motion state of ship out of control in bridge area was analyzed.Motion procedure after losing control was divided into two steps.One is drift step within stopping period.The other is drift step without inertia,which i... Motion state of ship out of control in bridge area was analyzed.Motion procedure after losing control was divided into two steps.One is drift step within stopping period.The other is drift step without inertia,which is induced by wind and current.Mathematical model for motion of ship out of control,considering wind-induced drift,current-induced drift,stopping ability,etc.,was established.Dangerous collision areas for main pier and auxiliary piers were analyzed according to different calculation conditions. 展开更多
关键词 Sutong Bridge ship out of control dangerous collision area drift induced by wind drift induced by cur- rent stopping ability
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Research on key technologies in design of middle pylon of Taizhou Bridge 被引量:1
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作者 Ji Lin 《Engineering Sciences》 EI 2012年第3期2-7,共6页
At the middle pylon of a three-pylon two-span suspension bridge, the effect of unbalanced loads on the adjacent spans may result in a series of technical bottlenecks in design, such as stability and anti-slippage betw... At the middle pylon of a three-pylon two-span suspension bridge, the effect of unbalanced loads on the adjacent spans may result in a series of technical bottlenecks in design, such as stability and anti-slippage between saddles and main cables. This article presents the researches conducted on structure selection and behavior characteristics of middle pylon, interaction mechanism between main cables and saddles and their anti-slippage safety performance, elastic and plastic stability analysis and safety assessment of steel middle pylon, and fatigue design load and method for steel pylon of Taizhou Bridge. According to the research results, a longitudinal inverted Y shape steel middle pylon is used in design, effectively solving many technical difficulties, and this type of pylon has become a suitable middle pylon structural form for many three-ovlon two-soan susoension bridges. 展开更多
关键词 three-pylon two-span suspension bridge structural behavior and selection elastic and plastic stability main cable and saddle anti-slippage
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Introduction to steel pylon hoisting of Taizhou Yangtze Bridge 被引量:1
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作者 Xia Guoxing Zhang Ping 《Engineering Sciences》 EI 2011年第2期39-45,共7页
Taizhou Yangtze River Bridge is the first three-pylon two-span suspension bridge in the world. The middle pylon adopts deep water caisson foundation. The superstructure of the middle pylon employs herringbone shape al... Taizhou Yangtze River Bridge is the first three-pylon two-span suspension bridge in the world. The middle pylon adopts deep water caisson foundation. The superstructure of the middle pylon employs herringbone shape along the bridge, and portal shape in the transverse direction for the first time in China. In this paper, the basic construction procedure, equipment, construction steps, the key construction technologies and methods of steel pylon are introduced. 展开更多
关键词 steel-concrete composite segment steel pylon column steel cross beam herringbone shape closure MD3600 tower crane construction technology construction method
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Research of 1770 MPa galvanized steel wire for stay cable of domestic bridges 被引量:1
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作者 Ding Feng Sang Chunming +1 位作者 Zhou Daiyi Bai Bingdong 《Engineering Sciences》 EI 2009年第1期52-58,共7页
This paper focuses on introducing the manufacture technology of 1 770 MPa galvanized steel wires for stay cables applied to domestic bridges.During the development practices of high strength galvanized wire for stay c... This paper focuses on introducing the manufacture technology of 1 770 MPa galvanized steel wires for stay cables applied to domestic bridges.During the development practices of high strength galvanized wire for stay cables used in Sutong Bridge,Baosteel has established three key technologies based on research of manufacture technology and technical innovation.The three key technologies are:"Double Tensioning + limiter die" process,"dominant process + fine adjustment" in integrated optimization technology and "three-level control" in hot dip galvanization.With these key technologies,Baosteel has produced 1 770 MPa galvanized wires for stay cable,which has high tensile strength,low relaxation and good torsion performances. 展开更多
关键词 galvanized wire TORSION Double Tensioning limiter die gravel wiping
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Software development of modeling assistant for continuous suspension bridges with multi-pylon 被引量:1
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作者 Zhong Jianchi Chen Ke +1 位作者 Chen Yunhai Lu jianming 《Engineering Sciences》 EI 2012年第3期55-59,71,共6页
Building a reasonable and accurate finite element model is the first and critical step for structural analysis of complicated bridge. In this article, modeling assistant for continuous suspension with multi-pylon is d... Building a reasonable and accurate finite element model is the first and critical step for structural analysis of complicated bridge. In this article, modeling assistant for continuous suspension with multi-pylon is developed based on .Net platform, with VB.Net, C# language and OpenGL graphic technique. With parameterized modeling method, finite element model of this kind of bridge can be built quickly and accurately, and multi-type element modeling with uniform parameters is realized. With advanced graphic technique, three-dimensional model graph can be real-timely previewed for intuitive data check. With an example of practice project, the accuracy and feasibility of this modeling method and practicality of this software are verified. 展开更多
关键词 bridge engineering continuous suspension bridge with multi-pylon parameterized modeling software development finite element method (FEM)
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Study in the design and manufacture process of the elastic cable anchor box in steel box girder of Taizhou Bridge 被引量:1
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作者 Gu Bifeng Chen Ce Ding Lei 《Engineering Sciences》 EI 2011年第2期64-68,共5页
Taizhou Yangtze River Highway Bridge is a large span suspension bridge with three pylons. The elastic cables are installed to connect the steel tower and the steel box girder. The constraints can increase the safety c... Taizhou Yangtze River Highway Bridge is a large span suspension bridge with three pylons. The elastic cables are installed to connect the steel tower and the steel box girder. The constraints can increase the safety coefficient of the middle saddle, and improve the stress conditions of the middle pylon and decrease the deflection in the middle of the main girder, as well as the longitudinal displacement of the main girder caused by live loads. The anchorage boxes of the elastic cable are installed in the wind fairing outside the vertical web plate of the box girder. Two anchor boxes form a pair and are arranged parallelly. Eight anchor boxes are installed in the bridge. In this paper, the design scheme and the technical difficulties in manufacturing are briefly discussed with the precision control techniques. 展开更多
关键词 Taizhou Bridge steel box girder the elastic cables DESIGN manufacture techniques
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Research on parametric modeling and computing of multi-tower suspension bridge based on ANSYS 被引量:1
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作者 Feng Zhaoxiang Zhao An +1 位作者 Song Jianyong Yang Yun 《Engineering Sciences》 EI 2012年第3期49-54,共6页
Based on FEM (finite element method) program ANSYS and the OpenGL graphics, this paper develops the parametric modeling module and the computing module of the multi-tower suspension bridge, the modules being embedded ... Based on FEM (finite element method) program ANSYS and the OpenGL graphics, this paper develops the parametric modeling module and the computing module of the multi-tower suspension bridge, the modules being embedded into the ANSYS system, and the parametric modeling module parameters can be entered by way of interface, which can fast establish a multi-tower suspension bridge model. Calculation module can establish load conditions for the features of road bridge and specifications, in which multiple conditions can be defined and solved automatically. Post-processing part of the solution also serves the results of the subtotals and selects the output, so that the results of the output and finishing work have become more convenient and easier, and also the results can be saved in word, excel and other different file types. 展开更多
关键词 ANSYS suspension bridge parametric modeling COMPUTING
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