Volume 40,Issue 9,2017 Table of Contents

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  • 1  The application of elastic second-order method with considering stiffness reduction to two-span bent structure
    LIU Yi LIU Nianpeng ZHUO Zi MENG Xiufan
    2017, 40(9):1-7. DOI: 10.11835/j.issn.1000-582X.2017.09.001
    [Abstract](912) [HTML](375) [PDF 1.71 M](1152)
    Abstract:
    Second-order effect of structural members is usually analyzed with a practical and effective elastic finite element method in the design of frame structure. The method considers the stiffness reduction of structural members, the structural geometric nonlinearity and the material nonlinearity, and its accuracy mainly depends on the rationality of stiffness reduction factor. Until now, there has no research on the stiffness reduction factor of the two-span bent structure. 34 typical single story equal-leg two-span bent columns were taken as the object to carry out the elastic second-order analysis and the nonlinear static analysis under the most unfavorable loads. Taking the equivalence of the entirety second-order effect as the target, a unified stiffness reduction ratio is suggested which is compliant to two-span bent columns. And the effectiveness of the elastic second-order method with considering stiffness reduction in two-span bent structure and the rationality of the stiffness reduction factor is proved through comparing the nonlinear analysis to multi two-span bent structures.
    2  Non-contact bridge vibration monitoring based on video data mining
    ZHANG Rui TONG Yujuan
    2017, 40(9):8-18. DOI: 10.11835/j.issn.1000-582X.2017.09.002
    [Abstract](724) [HTML](335) [PDF 4.37 M](977)
    Abstract:
    To overcome the defects of traditional bridge health monitoring methods, visual technology is employed for non-contact bridge vibration monitoring. The method consists of video data acquisition, video data analysis and results visualization. And the viedo data analysis contains three steps. First, the stable pixels of a video are located. Then, a video thermal noise model is built via video data mining by tracking the variations of all stable pixels of the video. At last, the vibration frequency of each local position of the bridge in the video is calculated by the thermal noise model. The experimental results show that the method can effectively detect the imperceptible tiny vibrations in visible structure components of bridges, and it can measure the frequencies of vibrations in different local positions of bridges quantitatively and synchronously. Therefore, the method can provide a novel bridge structure health monitoring approach that is convenient, low-cost and universal.
    3  Experimental application of the industrial waste to the waterproof curtain in underground engineering
    ZHANG Mingfei TONG Liyuan ZHENG Canzhen CHENG Liang
    2017, 40(9):19-29. DOI: 10.11835/j.issn.1000-582X.2017.09.003
    [Abstract](826) [HTML](313) [PDF 2.60 M](883)
    Abstract:
    As one of the waterproof curtains, trench cutting re-mixing deep wall (TRD) possesses unique advantages of fitting most layers and getting good qualities, however, the high cost hinders its popularization. Thus, if cement can be partly substituted by cheaper fly ash, slag and other industrial waste, the application scope of TRD will be greatly enlarged. In order to verify the performance of the cement replaced by industrial waste, the authors conduct a lot of strength and permeability tests. And results show that fly ash and slag can substitute partially for cement and there is an optimal mixture ratio for the composite cement soil. The best mixing ratio and water-solid ratio is 30% and 0.6 respectively for clay, and 40% and 0.6 for sand. Generally, the physical and mechanical properties will be superb when fly ash mixing with sand, while slag is more suitable for clay. The long-term strength of clay is close when adding fly ash or slag, while the average strength of sand after adding fly ash is more stable and 2.4 times larger than that of sand adding slag. In addition, the average permeability coefficient of clay and sand after adding fly ash is about 35% than that of clay and sand adding slag.
    4  Study on the bending performance of circular hole castellated steel reinforced high strength concrete beam
    MENG Ercong SU Yisheng QIU Xiuli PI Yundong XIAO Zulin
    2017, 40(9):30-39. DOI: 10.11835/j.issn.1000-582X.2017.09.004
    [Abstract](779) [HTML](353) [PDF 5.64 M](923)
    Abstract:
    To study the bending performance of circular hole castellated steel reinforced high strength concrete beam, we designed four specimens, and then carried out flexural loading test. The results mainly show that the loading process of specimens can be divided into elastic stage, elastic-plastic stage and failure stage. During the loading process, the beam does not crack prematurely. And after yielding, the beam still owes high safety reserve. All the deflection value of specimens are beyond 14 mm when damaged, far surpassing the specification limit, which means that the beam has good deformation performance. Based on the test results, software ABAQUS was used to analyze the performance of specimens with nonlinear finite element method. And the finite element calculation results agree well with the test results. Based on the foundation, we used software ABAQUS to expand the analysis. The results show that the steel and concrete strength both have little effect to the initial elastic stiffness. With the increase of steel and concrete strength, the bearing capacity of specimens will gradually increase and the ductility coefficient will gradually decrease.
    5  Fouling characteristics of the municipal reclaimed water as boiler make-up water
    ZHANG Zhanmei FU Ting
    2017, 40(9):40-46. DOI: 10.11835/j.issn.1000-582X.2017.09.005
    [Abstract](648) [HTML](435) [PDF 2.38 M](967)
    Abstract:
    Municipal reclaimed water is used as supply water for boiler make-up water system in power plant, whereas the pre-desalination system has serious pollution and plugging in winter. The municipal reclaimed water quality, along with the fouling composition of pre-desalination system, were analyzed so as to figure out what leads to the fouling. The obtained results show that the system fouling is mainly microorganism breeding, which is caused by the municipal reclaimed water comprising several excessive components, such as COD, BOD and NH3-N. In order to ensure high efficiency and stable of the boiler make-up water treatment system, the process of BAF(biological aetated fiter) or MBR(membrane bio-reactor) can be used to construct the advanced treatment system, which could improve the water quality.
    6  Performance analysis of single-terminal fault location for transmission lines in an HVDC/AC interconnected power system
    YU Rui XIAO Chao CHEN Yu OUYANG Jinxin XIONG Jun XIONG Xiaofu
    2017, 40(9):47-56. DOI: 10.11835/j.issn.1000-582X.2017.09.006
    [Abstract](727) [HTML](309) [PDF 2.10 M](1088)
    Abstract:
    The operation principle and characteristics of flexible high voltage direct current (HVDC) is different from conventional AC and DC transmission. With the application of flexible HVDC technology, the fault characteristics of AC power system may change significantly, and the fault location algorithms based on conventional AC power system face challenges. Therefore, based on the operating principle of flexible HVDC, the operation characteristics of converter was analyzed when flexible HVDC/AC side has fault. The analytic expression of short-circuit current in AC side was derived with converter unprotected, current limited and converter blocked. The influencing rules of different transient operating conditions on the performance of single-terminal fault location for transmission lines were analyzed. It is concluded that the performance of single-terminal fault location for transmission lines in an HVDC/AC interconnected power system is influenced by the converter-side voltage dip coefficient and the referenced reactive power of the converter. And the correctness of theoretical analysis is verified by PSCAD/EMTDC simulation.
    7  Energy-efficient data storage for wireless sensor networks with nonuniform distribution
    ZHOU Shuangyong GAO Jiazhi Zou Shuhan XIE Shiheng GUO Songtao
    2017, 40(9):57-66. DOI: 10.11835/j.issn.1000-582X.2017.09.007
    [Abstract](753) [HTML](316) [PDF 3.10 M](814)
    Abstract:
    Most of the existing distributed data storage methods in wireless sensor networks (WSNs) rely on locating system of sensor nodes, which will lead to much energy consumption, and in particular, these methods are for the WSNs with uniform sensor distribution, and are clearly not applicable for the WSNs with nonuniform sensor distribution. To address this problem, this paper proposes a data storing algorithm based on the non-uniform node distribution, which aims at estimating the real distribution and the addresses of sensor nodes. To further save storage space and energy consumption, we integrate the Bloom filter with sensor nodes. The proposed algorithm offers an efficient search service so as to make data storage distribution and routing energy consumption more even, which can prolong network lifetime. The proposed algorithm also reduces redundant data with toleration of a given error bound to provide energy-efficient storage and further decreases the overhead of data routing and the waste of storage space.
    8  Research progress of benzotriazole ultraviolet stabilizer with the nature of ESIPT
    CHEN Hui LI Haili GAO Fang GUO Mengxi
    2017, 40(9):67-75. DOI: 10.11835/j.issn.1000-582X.2017.09.008
    [Abstract](791) [HTML](574) [PDF 1.81 M](1629)
    Abstract:
    Benzotriazole derivatives possess great potentials in molecular devices due to their special chemical structures, which stimulates photochemical and photophyscial investigation of benzotriazole derivatives. This paper describes the characteristics, types, present research and application of benzotriazole derivatives as ultraviolet stabilizer, points out the mechanism of excited state intramolecular proton transfer (ESIPT) for benzotriazole derivatives, analyzes the problems in this kind of compounds and puts forward the research future.
    9  Predictive control for coke oven blowing cooler system based on support vector regression
    ZHANG Shifeng CHENG Zengwan CHEN Wei LI Quan
    2017, 40(9):76-82. DOI: 10.11835/j.issn.1000-582X.2017.09.009
    [Abstract](934) [HTML](318) [PDF 2.33 M](908)
    Abstract:
    Coke oven blowing cooler system is difficult to establish accurate mathematical model for its strong nonlinearity. To solve the problem, a predictive control strategy based on support vector regression(SVR) is proposed. SVR based on the structural risk minimization can directly reflect model nonlinear characteristics, and the adaptive weight particle swarm optimization(APSO) is utilized to optimize the SVR identification parameters. The rolling of the finite horizon optimization and the feedback correction of can predictive control which is the main body of the control system, overcome the uncertainty and nonlinear process effectively. On the MATLAB simulation platform, this control strategy is compared with the traditional PID(proportion integration differention). The simulation results show that the control strategy has strong anti-interference and robustness, which ensures the rapid and effective stability of the pre-cooling device in the process.
    10  The application problems and coping strategies of volunteered geographic information
    YANG Qingli MA Chao XU Qing
    2017, 40(9):83-88. DOI: 10.11835/j.issn.1000-582X.2017.09.010
    [Abstract](601) [HTML](893) [PDF 2.54 M](1035)
    Abstract:
    The rapid development of volunteered geographic information generally becomes research focus in the field of geoscience. This paper analyzes the core questions of the evaluation of data quality, the fusion of geometric data and the conversion and matching of attribute information. during the volunteered geographic information used in mapping update, then proposes a general process of volunteered geographic information analysis and fusion operation, and finally puts forward the corresponding solutions for each question. Finally, the process and the strategy was verified by using Beijing OSM data.
    11  Load test control calculation analysis of Qiansimen combined highway and railway steeltruss cable-stayed bridge
    XIANG Yong JIANG Hongwei
    2017, 40(9):89-98. DOI: 10.11835/j.issn.1000-582X.2017.09.011
    [Abstract](764) [HTML](723) [PDF 4.03 M](1095)
    Abstract:
    With the rapid development of urban railway, more and more bridge structures have a tendency to combine highway and railway to ease the congestion of urban traffic, which brings challenges to the detection and load test of the combined highway and railway bridge. We introduced the calculation method of load test control of Chongqing Qiansimen Jialing River Bridge, obtained the theoretical control results of load test under different working conditions, including internal force, deformation, frequency, mode and so on, and compared the results with measured results of load test, and thus evaluated the actual carrying capacity of the bridge accurately. We also systematically studied the calculation and evaluation of load test of combined highway and railway steeltruss cable-stayed bridges and gave specific guidance methods which would provide references for the same type of bridge load test in the future.

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