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15 July 2007, Volume 26 Issue 增刊1 Previous Issue    Next Issue

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Research on Stress Intensity Factor of the Concrete Crack Based on FEM ZHAO Wei，XIANG Yang-kai 2007, 26(增刊1): 1-2.  Abstract ( )   PDF (153KB) ( )   Through the FEM to research 3-D crack of a three point bent concrete beam，the viariation law of the stress intensi— ty factor K1 is got when it changes with the crack length and the load leve1．The correctness of the FEM is validated by compa ring with the existent formula．Finally，the simplified formula KI is generalized． References | Related Articles | Metrics

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Finite Element Analysis of Stability of Cable-Hoisting Erection SysteMof Long-Span Arch Bridge DENG Xue-tao，ZENG De-rong，ZHOU Yan-qi 2007, 26(增刊1): 3-7.  Abstract ( )   PDF (313KB) ( )   Based on theory of structural stability，the solution procedure and principle of finite element method are introduced in brief under the analysis of structural stability．With the finite element analysis．the stability of the tower is studied by taking the cable—hoisting erection system of the Wujiang River Bridge in the Pengshui City as engineering background．Through multlvle solution by iterative method．the critical load factors and buckling mode shapes of the tower are obtained under the most disadvantageous construction work condition，providing theories foundation for the construction control of that bridge． References | Related Articles | Metrics

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Study on Ultimate Value of Permanent Deformation of Stone Arch Bridge ZHOU Ke-wen ，CHEN Bin ， ZHOU Jian-ting ，LIU Si-meng ，LIANG Xiong ，ZHU Xiao-long 2007, 26(增刊1): 8-10.  Abstract ( )   PDF (212KB) ( )   The ultimate value of permanent lower deflection deformation was analyzed under the control section of diferent span spandrel—braced arch bridges by the structure calculation software Midas／Civil，and the permanent deformation allow— anCe calculation formula of lower deflection to spandrel-braced arch bridges of 25 m to 65 m span length was gained based on this foundation，which would facilitate basic engineers to assess bridge safety rate efectively and convenientely． References | Related Articles | Metrics

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Rationality of Computing the Twisting Moment of Cap Beams by Traditional Method WU Zu-lie ，CHANG Guo-qiang ，ZHOU Bing 2007, 26(增刊1): 11-13.  Abstract ( )   PDF (163KB) ( )   By computing the twisting moment of one cap beam by traditional and finite element method respectively ， the diferences between the two methods are got．A conclusion is drawn that the traditional method is to conservative to determine the twisting moment of cap beams．while the finite element method is relatively reasonab1e. References | Related Articles | Metrics

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Characteristics of Simply Supported-Continuous Bridge and Mechanical Analysis of Single and Dual Prop CHEN Shan-qin，MA Wen-yan 2007, 26(增刊1): 14-17.  Abstract ( )   PDF (494KB) ( )   From the support forms，the simply supported—continuous bridges have mostly two main structural forms：single prop and dual prop．To better exert the traits of the simply supported—continuous bridge and understand the mechanics of this bridge in diferent support forms，a mechanical analysis is made through the support sedimentation， temperature change and deviation of dual prop．Through the analysis．the relevant conclusions are educed and a consult to the correlative personnel for servicing the projects is siven． References | Related Articles | Metrics

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Method of Bridge Construction Process Analysis in ANSYS YAN Yi ，DU Peng ，GAO Ying-ZUO ， MA Wen-yan 2007, 26(增刊1): 18-21.  Abstract ( )   PDF (198KB) ( )   Taking the Chaotianmen Bridge for example，the method of using the ANSYS to imitate the bridge is introduced． Meanwhile．several methods of construction processes imitating in ANSYS discussed ．These methods include building at once，birth and death element and iteration，which are analyzed and constracted at last． References | Related Articles | Metrics

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Application of Bonding Steel Plate to Reinforcement of Stone Arch Bridge LI Yun-ling，MENG Yun 2007, 26(增刊1): 22-24.  Abstract ( )   PDF (215KB) ( )   Method of bonding steel plate in reinforcing bridge is often adopted．The method of bonding steel plate in reinforce ing stone arch bridges is introduced simply，and the calculation method and construction craft are studied detailedly． References | Related Articles | Metrics

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Exploration of a New Method to Bridge Damage Detection Calcualtion LIU Ji-zheng，ZHOU Zhi-xiang，CHEN Bo 2007, 26(增刊1): 25-27.  Abstract ( )   PDF (207KB) ( )   Based on a detection experience of a bridge，different test methods are introduced．The feasibility and theoretical basis of the dynamical detection which is applied to bridge detection are explored．A new method which can calculate the bridge's dynamical detection pmcisdy with finite element is suggested． References | Related Articles | Metrics

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Treatment Scheme for Initial Support Deformation in Left Line of Zhongxing Tunnel LI Peng-pai，DENG Cheng-yan 2007, 26(增刊1): 28-29.  Abstract ( )   PDF (183KB) ( )   The main load-bearing structure in NATM(New Austrian Tunneling Method)is initial support．The second lining establishes after the deformation of surrounding rocks and initial support the basis of the second lining—-has been basically stabilized．The Causes of the initial support subsidence in Zhongxing Tunnel are an alyzed．A method for renovating the subsidence is presented． References | Related Articles | Metrics

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Numerical Calculation of Influences of City Shallow Cover Tunnel Construction on Ground Building KONG Qiu-zhen ，XIE Feng ，YU Wu-jun ，LI Zhu 2007, 26(增刊1): 30-34.  Abstract ( )   PDF (377KB) ( )   With the construction of urban tunnd，mole and more shallow cover tunnels are passing through buildings．Applying three-dimensional finite dement to calc~ e ground buildings which cross the hog and sag districts，the deformation regu lar of diferent regional parts of the building Was obtained．These conclusions can be the valuable reference for the similar projects with tunnels close to buildings． References | Related Articles | Metrics

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Research on Structural Responses of Curbs by FEM CUI Peng，QUAN Hong-xi 2007, 26(增刊1): 35-40.  Abstract ( )   PDF (297KB) ( )   It is a serious situation that broken curbs result in bad pavement through investigations．Finite element program MSC．NASTRAN software package was employed to analyze the structural responses of curbs on low volume rural roads in different conditions．Several methods are proposed to decrease pavement damage caused by curbs，to provide the reference for curb design and construction． References | Related Articles | Metrics

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Factors Influencing Bituminous Road Roughness and Its Countermeasures WANG Qiao-ling ，LIU Fei 2007, 26(增刊1): 41-45.  Abstract ( )   PDF (359KB) ( )   The reason of bituminous road roughness is analyzed，and the relative countermeasures are presented．Then the ex perience to control the pavement roughhess，especially to control the asphalt is summarized．It will be useful to guide the de sign and construction of highway． References | Related Articles | Metrics

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Countermeasures to Prevent Embankment Longitudinal Cracks in Permafrost Region CIREN La-mu，WANG Qiao-ling 2007, 26(增刊1): 46-49.  Abstract ( )   PDF (276KB) ( )   Longitudinal roadbed cracks is One of serious disasters in permafrost region，which afects the riding quality and safe operation of roads．According to the characteristics of longitudinal cracks in this area，the preventing principle and concrete measures to sub-grade longitudinal cmcks in new constructive roads are presented．That will be useful to guide engineering practice． References | Related Articles | Metrics

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Experimental Research of Asphalt Mixture Making Fly Ash Instead of Powdered Limestone ZHOU Song-tao，YAN Feng 2007, 26(增刊1): 50-52.  Abstract ( )   PDF (157KB) ( )   Fly ash，serving as padding，Was mixed into the asphalt mixture，and the test were performed by the big Marshall experiment in laboratory．The result showed that all the technical specification of bitumen mixture making the fly ash instead of powdered limestone could meet all the requirements for norm s．Th erefore，it owns certainly economic eficiency and s~ial eficiency in term s of using resources reasonably and protecting environment by applying fly ash to bituminous mixture． References | Related Articles | Metrics

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Study on Precision of Using Troxler Furnace to Determine Asphalt Content of Bituminous Mixtures TAN Wei，ZHOU Jin-chuan，WANG Sui-yuan 2007, 26(增刊1): 53-55.  Abstract ( )   PDF (150KB) ( )   First developed a contrastive study on Troxler furnace and centrifugal separation method，then introduced the correl ative experiments contents and conclusion of asphalt content testing with the Troxler furnace organized by National Center for Asphalt Technology(NCAT)．Two experiments showed that Troxler furnace could be used tO exactly measure asphalt content of HMA and didn’t alter aggregate gradation remarkably． References | Related Articles | Metrics

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Application of Dense Broken Stone Peg to Soft Foundation LIU Lei ,LIU Chun-hong 2007, 26(增刊1): 56-58.  Abstract ( )   PDF (174KB) ( )   The dense broken stone peg's full nalne is vibration immersed tube dense broken stone peg．It is a new method for soft soil foundation treatment which develops on the foundation of crowding dense sand peg and sand wel1．On the foundation of reinforcement principle of the dense broken stone pe g，the general design method is discussed，and a set of mentality of de signing is provided ． References | Related Articles | Metrics

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Stability Analysis and Prevention Study on Mountainous Area Highway Landslid HE Zhao-yi ，HUANG Gang ，ZHENG Yi 2007, 26(增刊1): 59-64.  Abstract ( )   PDF (492KB) ( )   According to the geologic structure，formation lithology and the hydrogeology of the mountainous area highway land— slide，the eale~ation and analysis for the stability of the landslide were perform ed under the consideration of two kinds of wa— ter content with slope limit equilibrium analysis and Flac technique，The main suppo~structure of the landslide—prestressed cable anchor Lame beam and the pressure grouting were put forward as well 8．8 additional engineering measures for bank slope protection．Th e Flac technique was applied to the analysis and validation on landslide stability after comprehensive treatment． Th e landslide—treatment pro／ect is able to guarantee the stability of landslide． References | Related Articles | Metrics

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Analysis of Reliability Index in Slope Stability ZHANG Zhi-hong，ZHENG Hong-jua 2007, 26(增刊1): 65-69.  Abstract ( )   PDF (236KB) ( )   As a prime means of analysis of rehabihty index，JC method has been adaptable to calculate the reliability index whose random variable distributes freely．The concrete steps and iterative computing process of JC method are introduced and applied to analyze the reliability index in slope stability．The engineering example verifys the feasibility and the high precision of the JC method which has been used in the analysis of reliability index in slope stability under the model analysis and iteratire computation through the soft ware of Excel． References | Related Articles | Metrics

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Construction Process and Modern Prevention Control Techniques for High Cut Slop LAI Yong ，CHEN Hong-kai ，ZHANG Yong-xing 2007, 26(增刊1): 70-74.  Abstract ( )   PDF (383KB) ( )   According to the development of the hish cut slop，the modern prevention and control techniques for high cut slop process are explained．The techniques are classified as retaining wall．retaining。anchor and ecotypic retaining technique in m u8e the ability of the self-stead of the rocks．Th e priciples in preventing and controlling the hish cut slop are given based on the requirement of designing in times and constructing with information．Then the modenl synthesis n ods in designing and onsmcting process with reconnaissance，design，construction and inspection as a whole process are also discused and expectetod ． References | Related Articles | Metrics

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Study on High Slope Treatment at the Junctions of South Shoulder of Fengjie Changjiang Bridge ZHOU Jian，ZHENG Yi-guo，LI Hong-xiang 2007, 26(增刊1): 75-78.  Abstract ( )   PDF (263KB) ( )   Chongqing Fengjie Changjiang Bridge is located at Qiyao Mountain geological formation zone．The topography is full of steep slope and narrow river valley at the site．The complex geological settings own many faults and folds in the geological formation zone．Geological hazard occurs as well，An artificial slope with height of 140m was excavated at the junctions of the south shoulder of the bridge．The artificial slope Was treated with many methods by comparing design schemes．The resuits from deform ation monitoring show that slope is stable after the treatment． References | Related Articles | Metrics

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Research into Subsidence Control for Underground Channel through the Cement Concrete Pavement KONG Qiu-zhen ，LI Zhu ，CAI Li-xin 2007, 26(增刊1): 79-81.  Abstract ( )   PDF (202KB) ( )   The construction of undergrotmd channel has influences to the pavement．It's necessary to formulate the correspond ing subsidence standards in the construction period．By applying structure mechanics and material mechanics，the subsidence controlg analysis formula of cement concrete road surface is given．And through the finite element analysis，the accuracy of the formula is confirmed．This formula has the reference value for establishing the subsidence control for the similar project． References | Related Articles | Metrics

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Discussion of Deceleration Lane and Diversion Point of Interchange CUI Zhi-wei，SUN Jia-si，GAO Chen-sheng 2007, 26(增刊1): 82-85.  Abstract ( )   PDF (255KB) ( )   Interchange is aIl important part of expressway．and the deceleration lane of interchanges and the diversion point are important indexes of alignment design of interchanges．Accordingly，the design method for deceleration lane and the control index of diversion point of intemhenges are discussed based on specifications of route design of highway，and some opinions based on practical situation are propesed． References | Related Articles | Metrics

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Latest Development of Course Trend Creation and Optimized Technology YANG Jia，FENG Xiao，LI Min 2007, 26(增刊1): 86-89.  Abstract ( )   PDF (272KB) ( )   An acIvanced circuitry system of computer optimizing is indroduced．Taking the reality into account and analysing the situation of application，the primary technical characters and the appliance future are Slllnmed up．The Australia Quantm Optimisation System is fully analyzed．An example about the highway project from Ya’an to Shimian is given to show the es pecial advan tages． References | Related Articles | Metrics

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Investigation on the Alignment Design of Mountainous Highway Interchanges WANG Ning．YANG Xi-wu 2007, 26(增刊1): 90-94.  Abstract ( )   PDF (433KB) ( )   As all important part of the highway，the interchange is an important facility for the transformation of the traffic on the highway．The alignment design of the motmtainous interchange is investigated based on the interchan ge~site selection， pattem selection，the Bout of the alignment and so on． References | Related Articles | Metrics

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Application of Digital Photographic Survey to Path Route Selection 0U Zhi-jian，JIANG Hui 2007, 26(增刊1): 95-98.  Abstract ( )   PDF (218KB) ( )   With the rapid development of computer technology，enormous convenience is brought for the roads design．The application of the digital photographic survey to the path route selection is indroduced．Th e process is mainly elaborated．Firstly use entire digital photographic survey system(VinuoZo)to produce DEM (digital elevation mode1)，through the belt- 8haped DEM interpolation，go beyond a line belt-shaped cross section，and automatically draw the level topographic diagram． Then according to the place coordinates of the level tune segment measuring point and the belt-shaped DEM，interpolate stria tion longitudinal section．Finally can'y on the striation longitudinal section smoth processing． References | Related Articles | Metrics

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Designing the Highway Vertical Alignment Quickly by Using AutoCAD LIU Zong-ping，YANG Hong 2007, 26(增刊1): 99-101.  Abstract ( )   PDF (231KB) ( )   Vertical Alignment is one of the geometrical alignment of highway．Nowadays，it Call be designed by highway route software．But some designers couldnt USe it for many reasones．If they still use traditional method to design it，the velocity will be slow．The method of designing Vertieal Alignment by using AutoCAD is presented．It will be able to enhance work efieien cy· References | Related Articles | Metrics

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SysteMFunction and Trial of Quickly Surveying the Cross Section with Total Station LI Min，FENG Xiao ，YANG Jia 2007, 26(增刊1): 102-105.  Abstract ( )   PDF (282KB) ( )   The majority work of surveying is Cross Section Surveying，which mostly determines the eficiency of highway ensi neering surveying．The system function of Quickly Surveying in Cross Section with Total Station Instrument is introduced and the predominance of this system in eficiency，precision，etc．are illustrated． References | Related Articles | Metrics

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Discussion on Setting and Energy-Saving of the Urban Road Lighting ZHANG Hui-ling，WANG Xiao-wen 2007, 26(增刊1): 106-109.  Abstract ( )   PDF (224KB) ( )   The necessary of setting the road lighting is stated through quoting the related data．The calculating methods of the lighting parameters and the setting target of the read lighting are introduced．Some doable ways to save the lighting power are given according to our cy of building a conservation-minded society． References | Related Articles | Metrics

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Analysis of Yuehang Expressway Sustainable Development Capacity LI Ping 2007, 26(增刊1): 110-113.  Abstract ( )   PDF (247KB) ( )   With the massive construction，Chinese expressway mileage was over 40，000 km in 2005．The expressway has played an increasingly prominent role in socio-economic development．It is partieulady important to ensure that it can be a asustained and stable operation to meet the growing transport demand．Th eoretical methods of target sustainability evaluation are used to analyze the sustainable development capacity of Yuehang Expressway．with the object to erltsllre the provision of llish-quality projects in operation during the transport services． References | Related Articles | Metrics

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Study on the Regionalization and Selection of Suitable Plants for Roadside Deforestry in Chongqing Jiunan Ecology Highway Li Lin ，JIANG De-yi ，LI Tian-sheng 2007, 26(增刊1): 114-117.  Abstract ( )   PDF (281KB) ( )   The Jiunan Ecology Highway(the first ecology road in Chongqing)was divided into 1 1 vegetation regions mainly aiming at the problem of species choice which appeared in the“ecology highway”construction during the recent years．The authors achieved this work by utilizing ecology theory，based on the foundation which the predecessor provided，taking the vertical elevation plant diferentiation as basis，referring to the overall vegetation landscape，taking the partial envirotmaent background as the foundation and taking being beneficial to highway construction as the principle．At the salne time，the Jiunan ecology highway terntory viresccnce plantg choice plan Was proposed according to the principles of plarIt species ecology compatibility，the species characteristic as well as the economic eficiency for the local resident． References | Related Articles | Metrics

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Analysis of Bidding SysteMof Trafic Science and Technology Projects XU Jiaun-ping ，ZHANG Hai-bin ，LIANG Nai xing 2007, 26(增刊1): 118-121.  Abstract ( )   PDF (267KB) ( )   It's more and more popular to choose bidder for the traffic science and technology projects through bidding．But it is still at the primary stage contrasting to construction engineering bidding．Combining the characteristics of tragic science and technology，correlative laws and rules，po tential bidders，employer and the evaluating methods，the bidding system of trafic science and technology projects is analyzed． References | Related Articles | Metrics

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Organization and Operation Modes of International Construction Project WU Yi-bao ，WEI Dao-sheng 2007, 26(增刊1): 122-125.  Abstract ( )   PDF (282KB) ( )   Based on the status 0f construction pmject organization，operation and administration of some Chinese contractors in Southeast Asia，the characters，advantages and disadvantages of the diferent project organizations and operation modes are analyzed and discussed．The modes mainly include self-manageraent，subcontracting，joint operation etc，and that thejoint operation is the best mode for international project operation is proposed．Furthermore，sonic solutions to the problems oforganization and management of manpower，materials，equipment etc．as well as contract administration 8re presented，as refernceas for international contractors． References | Related Articles | Metrics

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Study on Shortest Path Search Method Based on Chaos Ant Colony Optimization WU Shuang-hua，FU Yang，GE Liang 2007, 26(增刊1): 126-128.  Abstract ( )   PDF (214KB) ( )   Searching shortest path is one of the most important issues of Trafic Route Guidance System．Chaos Ant Colony optimization is a kind of po pulation based on bionic algorithm，which is one of the methods for the problem．Because the ant colony algorithm is easy to drop into local optima as searching the shortest path，a chaotic search algorithm is embedded into the modified venison of special ant cdony optimization algorithm which is called Chaos Ant Colony Opamization(CACO)． The basic principle of CPSO algorithm is that chaos initialization should be adopted to improve individual quality and chaos perturbation should be utilized to avoid the search being trapped in local optimum．It makes the time complexity of the ant ACO going down，and is a good solution to the problem of searching shortest path． References | Related Articles | Metrics

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Analyses of Stress and Deformation of a High Core Rock-Fill DaMwith FEM JIANG Chong-jun ，HUANG Yu-he ，WANG Jun-jie 2007, 26(增刊1): 129-132.  Abstract ( )   PDF (270KB) ( )   Stress and deformation of a high rock-fill dam with a vertical soil core on the upper strean of Dadu River during building and filling Was analyzed with plain strain finite element method(FEM)．In computing，linear elastic model Was used to simulate the stress-strain relationship of concrete，and a nonlinear elaStic model，suggested by Duncan and Zhang， Was used to simulate the behavior of dam materimals．An imerface medel sugested by Goodman Was used to simulate the discontinuity deform ation between concrete and clay．The courses of building dam and filling were simulated by increaSing elements step by step．Computing results indicate that the present design of the dam is reasonable because there is no abnormal stresses and deform ations jn the dam ． References | Related Articles | Metrics

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Construction Schemes of Trans portation and Buoyant Ins tallation of Caissons in a Wharf Project CHEN Liang-shi ，LIU ling 2007, 26(增刊1): 133-135.  Abstract ( )   PDF (180KB) ( )   On the basis of engineering experience，the construction technologies for translator,moving by gasbag，transporta tion by semi-submerged and intallation of caissons are discussed．The layout of launching caisson and hauling system，the cal culation of lift-up pressure，the safety checking are introduced in detail．The algorithm and measures for insuring the security a put forward． References | Related Articles | Metrics

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Summarization of the Construction Schemes of Caissons Precasting with Slip-ForMTechnique LI Wei ，LIU Ling 2007, 26(增刊1): 136-137.  Abstract ( )   PDF (145KB) ( )   Based on the experence of Caissons precasting with slip—form technique in a wharf project，the formwork，reinforcement work and concrete project ale summarized．Meanwhile，the construction technical requirement and points for attention of slip-form technique are proposed． References | Related Articles | Metrics

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Application of Non-Dispersing Cement Mortar to Wharf Project CHEN Liang-shi 2007, 26(增刊1): 138-139.  Abstract ( )   PDF (110KB) ( )   In order to demolish the old rubber fenders，install the new ones and drill the screw hole on the news，the steel boxed coferdam construction are adviced，as well as the construction technologies of underwater cutting，drilling and installing． On the basis of engineering experience，the application of the non-dispersing cement mortar to wharf project is described， and its application prospect in rebuilding and maintenance aspect are analyzing on the an e of technique and economics． References | Related Articles | Metrics

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Sample Analysis of W ater Supply Design for Landscape River HUANG Yu-he ，JIANG Chong-jun 2007, 26(增刊1): 140-143.  Abstract ( )   PDF (278KB) ( )   Taking the engineering of the landscape river of Fujian Normal University as example，the design of underground water supply was discussed．The founding water balance equation was established，and the quan titative relationship between water balance factors was analyzed．Based on the finite element method(FEM)，the design plan ofunderground water supply was suggested．The results indicated that the theories on water balance and dynamic balance in hydmgeologic mechanics are useful in design of water supply for landscape river． References | Related Articles | Metrics

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Summarization of the Preparation and Application of Rare Earth Oxide Nanotube XIA Chuan-hui 2007, 26(增刊1): 144-146.  Abstract ( )   PDF (184KB) ( )   The methods of preparing rare earth oxide nanotube are summarized．The characteristics of laser ablation，sol-gel way．carbon nanotube temples and hydrothermal ale introduced．The applications of i'are earth oxide narotube on lumines cence，magnetism and catalyze etc．are demonstrated． References | Related Articles | Metrics

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Method to Transition Trafic Flow ProbleMby Multiple Objectives Programming Model Based on Genetic Algorithm LIN Ying ，SU Ri-na 2007, 26(增刊1): 147-150.  Abstract ( )   PDF (217KB) ( )   Taking the cross for example，on the basis of the relationship between exit traffic flow，entrance trafic flow and turning flow．the objective function Was fixed through the minimum Shill of absolute value of the diferences between the meas ured value of entrance trafic flow as well as the sum of computed value of entrance trafic flow and the differences between the meassured value of exit trafic flow and the sum of computed value of exit trafic flow．By considering the range of turning flow as constraint conditions，a multiple objectives programming model was built up to solve the turning flow problem．Then， taking use of the parallel computing of genetic algorithm，a method to solve the turning flow problem Was put forward by using multiple objectives programming model based on genetic algorithm．Finally，the effectiveness of this method Was illustrated by an example． References | Related Articles | Metrics

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Discussion on Physical Distribution Network Flow Problem LEI Ting 2007, 26(增刊1): 151-153.  Abstract ( )   PDF (145KB) ( )   The physical distribution network flow problem which is about transferring cargos from supplying points to deman ding points by some carrier like truck or ship etc is proposed．The goal is to decrease the distribution cost．A mixed integer programming model was used to describe the problefn．Taking network simplex method ，Lagrangian relaxation and heuristic methods as the main research method s，a approximate solution was got． References | Related Articles | Metrics

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Study on Data Fusion of ITS Common Information Platform CAO Shou-ming，GE Liang，FU Yang 2007, 26(增刊1): 154-156.  Abstract ( )   PDF (221KB) ( )   Data fusion system fuses the data of linked—systems，and provides support data for the function of ITS common in formation platform．Firsdy，the data classifying and data preprocessing for ITS common information platform are analyzed，then a new method of data fusion for ITS common information platform is presented to provide diferent data to diferent systems of ITS．This method is accessible in technology and is practical and worth popularizing． References | Related Articles | Metrics

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Research on Estimation Model of Software Reliability ZOU Li-rain．WU Jun-liang 2007, 26(增刊1): 157-160.  Abstract ( )   PDF (180KB) ( )   By researching the JM ’S model，a new model of software reliability is given out．At the same time，the point esti— mate and confidence region of model~parameters are given out． References | Related Articles | Metrics

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Relay Protection for the High Voltage Power Supply Line of a Factory SU Bin 2007, 26(增刊1): 161-163.  Abstract ( )   PDF (170KB) ( )   The mission of relay protection in the high voltage power supply line of factory is introduced．The basic requests for protection equipment are put forward，and the principle，characteristics and usages of the common relay protection method are discussed． References | Related Articles | Metrics

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Analysis of Tone and Manifestation of City-Theme W ater Colour ZHANG Ni-yuan 2007, 26(增刊1): 164-165.  Abstract ( )   PDF (202KB) ( )   By analysing some city-theme water colour，a conclusion that the tone and manifestation should be cosistent with theme's connotation is proposed．At the same time．SOme contemporary paiter's explorations for watercolour comprehensive technique and comprehensive material are analyzed． References | Related Articles | Metrics

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Dissipativity of Neural Networks th Continuously Distributed Delays LI Bing 2007, 26(增刊1): 166-168.  Abstract ( )   PDF (132KB) ( )   The dissipativity and global attracting set of a general class of neural networks with continuously distributed delays was studied by using notmegative matrix and differenfial inequality technique．Some new results for dissipativity and global attracting act ofthee models were derived．A new decision gist ofthis setg dissipativity is given and the boundary of beyondglobal attracting act is estimated ． References | Related Articles | Metrics

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Existence of Decreasing Roots of the Conjugate Function φ(f(x))=g(β(x)) CHEN Xiao-feng 2007, 26(增刊1): 169-172.  Abstract ( )   PDF (186KB) ( )   The existence of decreasing rots ofthe conjugate function ( )) g(妒( ))is discussed whenfand g are de creasing，and the existence of iterative rots of one kind of functions which have two non-monotone points is studied． References | Related Articles | Metrics