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Copyright of Journal of Chongqing University of Technology (Natural Science) is the property of Chongqing University of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Architecture & Civil Engineering is the property of Chang'an Daxue Zazhishe and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of South China University of Technology (Natural Science Edition) is the property of South China University of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The main bridge of Wanlong Bridge under construction is the first spatial self anchored suspension bridge with elliptical steel tower in the world. The saddle of this bridge adopts an self-adaptive space cable saddle combined with casting and welding, which has the following technical difficulties: the force of space cable saddle is complex. The longitudinal stiffness of the elliptical tower is large, and the slip resistance of the main cable saddle is prominent. The bottom of the saddle is a flexible support, the cable saddle and the main tower are co-deformed, and the tower-saddle connection structure is complicated in force transmission. In order to master the key technology of the main cable saddle and the tower-saddle connection structure of the self-anchored suspension bridge with elliptical tower and space cable, this paper carries out a systematic study by using numerical analysis method. The research conclusions are as follows: (1) When the bridge is subjected to (dead load+car+crowd+tap water+temperature+wind), the minimum friction coefficient µ that satisfies the requirements is 0.215, and the 12 mm vertical friction plates are required. (2) The maximum Von Mises stress and maximum vertical deformation of the main cable saddle under the condition of maximum cable force are 186.2 MPa and 1.572 mm, which meet the requirements of strength and stiffness. (3) In the structure connecting the main cable saddle and the steel tower, the force of the main cable saddle is transferred to the web of the steel tower in the form of vertical shear force through the supporting baffle. The shear force of the supporting baffle at the end is significantly greater than that of the middle baffle, and the non-uniformity coefficient of shear transfer is 1.29. (4) The support plate of the main cable saddle has a certain angle at the edge of the saddle area. The maximum longitudinal angle under the condition of empty cable is 0.366‰ rad, which should be taken into consideration in the saddle pushing construction. [ABSTRACT FROM AUTHOR]

The cables of the cable-stayed bridge are connected by cross-ties and grounding dampers to form the multi-cable network-damper system, so that the cables can achieve the effect of vibration reduction. In order to study the variation of the natural vibration characteristics of the multi-cable network-damper system under the excitation of the bridge deck motion, firstly, the model of N-cable network-damper system is proposed, the system equilibrium equation is established, and the influence of bridge deck motion is introduced. Then the system equilibrium equation is simplified and solved by using Wolfram Mathematica software. Finally, the parameters of the system are analyzed to study the influence of different parameters on the natural vibration characteristics of the system, and the changes of the natural vibration characteristics of the system with and without the bridge deck motion are compared. The results show that the excitation of the bridge deck motion has a significant effect on the natural vibration characteristics of the multi-cable network-damper system. The frequency of each order of the system increases with the increase of damping coefficient. During the excitation of bridge deck motion, the natural vibration frequency of the system decreases compared with that without bridge deck motion, and the curves related to the relationship between damping coefficient and damping ratio of the system moves backward compared with that without bridge deck motion. When the position of the cross-ties is farther away from the middle of the cable, the stiffness of the cross-ties is smaller, the position of the damper is closer to the boundary and the inclination angle of the cable is smaller, the damping ratio of the system is smaller, that is, the impact on the system is more adverse, and vice versa. When the bridge deck motion reaches resonance with the system, the damper almost loses the effect of vibration reduction and energy dissipation, which is the most adverse state of the system. Therefore, the resonance zone between the two should be avoided when the vibration reduction measures of the system are designed. [ABSTRACT FROM AUTHOR]

Taking the silo shell structure as the research object, STADS, aided design software for grid structure, was applied to study its reinforcement design application using cable members. Firstly, considering that the structure has been built, it is mainly reflected in the load bearing capacity deficiency, so the collapse performance analysis of the structure is carried out by direct analysis method to obtain the number of overstressed rods, strength deficiency, tensile / compression length / slenderness ratio deficiency and stability deficiency. Research shows that for this kind of structure, reinforcement needs to be carried out without stopping production and with the least impact on the original structure, and internal welding is not allowed. It is more economical to consider the application of non-prestressing cables, while non-prestressing cable members will relax under a certain load combination state, therefore, non-prestressing cables have to consider the problem of relaxation failure under multiple load combination states. By applying non-prestressing cables, the number of overstressed bars can be effectively reduced, which can provide a reference for this type of structure in reinforcement design. [ABSTRACT FROM AUTHOR]

Copyright of Engineering Mechanics / Gongcheng Lixue is the property of Engineering Mechanics Editorial Department and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

As the reduction of high -quality coastline at home and abroad and the worse sea conditions of new ports, which brings great challenges to the marine construction operations of ships. In order to explore the marine construction of ships under harsh sea conditions, based on a 3 850 DWT deck barge, considering cable dynamics, a mooring analysis model was and established by using time domain module, and the influence of ship positioning, mooring form, mooring radius, mooring angle, and mooring points on the motion response and cable tension of deck barge were analyzed. The analysis shows that the mooring system has a significant influence on the motion response and cable tension of deck barge, increasing mooring radius, mooring open angle and mooring points can effectively reduce motion response and mooring cable tension, which can provide reference for marine construction operations of ships. [ABSTRACT FROM AUTHOR]

Copyright of Transportation Science & Technolgy is the property of Transportation Science & Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

In the concrete pouring of the high arch dam, multiple cable cranes usually pour multiple pouring blocks based on strips. So the key to improving construction efficiency is to optimize cable cranes to the coordination of pouring blocks strips. The difference of transportation distance and strip area leads to different pouring efficiency of each cable crane, and simple equal surface of the pouring block hardly guarantees the strip collaborative pouring rise, then the pouring efficiency of the cable crane group is affected. In order to solve the above problems, this paper establishes an intelligent configuration model of cable crane group, which takes into account the pouring cycle time and load balance. Firstly, the pouring strip is divided for the area where the coverage of each cable crane overlaps with the pouring block and the configuration of cable crane group and pouring blocks is transformed into a combination optimization problem of the cable crane group and the strips. Subsequently, a "micro-matching" model which bridges the cable machine and multiple strips is proposed. The many-to-many relationship between cable cranes and pouring blocks is transformed into a one-to-one matching relationship between the cable crane and the micro strip, and the "micro-matching" integral expression of the pouring configuration optimization is established. Finally, the optimal configuration scheme of the cable crane group is obtained with the optimization objectives of cycle time and load balancing, and the coordinated rise of pouring strips is realized. The pouring configuration example of Baihetan arch dam shows that the pouring cycle time and lifting load of the cable crane is basically balanced. The average deviation of the upper cable crane pouring strength is -6.8%, and the average deviation of the lower cable crane pouring strength is 5.1%. This method has good adaptability to the change of the number of cable crane and pouring block, and has certain intelligent configuration ability. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Beijing University of Civil Engineering & Architecture is the property of Journal of Beijing University of Civil Engineering & Architecture Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of China Mechanical Engineering is the property of Editorial Board of China Mechanical Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Dalian University of Technology / Dalian Ligong Daxue Xuebao is the property of Journal of Dalian University of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Railway Construction Technology is the property of Railway Construction Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Railway Construction Technology is the property of Railway Construction Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Piezoelectrics & Acoustooptics is the property of Piezoelectric & Acoustooptic and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Ordnance Industry Automation is the property of Editorial Board for Ordnance Industry Automation and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The Huanghe River bridge on Fenghuang Road in Jinan is a three-tower four-span spatial cable self-anchored suspension bridge with the largest span and width in the world today. Two system transformation schemes, namely side suspenders tensioned before the center suspenders, Scheme 1, and side and center suspenders tensioned simultaneously, Scheme 2, are determined according to the engineering characteristics, tendon span of cables and simulation analysis of the bridge. Through systematic comparison and analysis of the key parameters such as the length of the hanger connecting rod, the anchorage force of the hanger and the difference of the vertical and horizontal deflection angles in the process of system transformation of the two schemes, Scheme I is finally determined as the recommended scheme owing to its small anchorage force of the side span hanger, short length of the connecting rod, small number of hanger tension processes and jacks, and outstanding exxonomical efficiency. After the system transformation by side fint and center second is taken, the measures values and theoretical values of the suspension cable force, main cable shape and stiffening girder alignment of the bridge are consistent and meet the requirements of the specification, [ABSTRACT FROM AUTHOR]

Copyright of Guangdong Architecture Civil Engineering is the property of Guangdong Architecture Civil Engineering Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The main bridge of the Yuehu Bridge on Yuxingui (Yujiang-Xinjiang-Guixi) Avenue is a （30+185+30）mdownbearing continuous beam-arch composite bridge. A research on comparison and selection of two construction schemes, i.e., cable hoisting installation and jacking installation, was made according to the structural characteristics of a continuous beam-archcomposite bridge, the topography of bridge location, the environmental and traffic conditions, as well as the technical feasibility, economic rationality, and safety controllability. The results of research show that, both cable hoisting and jacking schemes can be realized in terms of technical feasibility, but in the cable hanging scheme, the temporary anchoring force is large, the temporary tie rod has a larger tension and the tension space is limited, and the risk of high-altitude operation is too high; while in the jacking scheme, it is more economical, the construction period is relatively short and has a lower risk. It is recommended after comprehensive consideration that a construction plan is deepened and its design is optimized on the basis of the jacking scheme. [ABSTRACT FROM AUTHOR]

Copyright of Transportation Science & Technolgy is the property of Transportation Science & Technology Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Railway Science & Engineering is the property of Journal of Railway Science & Engineering Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Electric Machines & Control / Dianji Yu Kongzhi Xuebao is the property of Electric Machines & Control and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Electric Power Automation Equipment / Dianli Zidonghua Shebei is the property of Electric Power Automation Equipment Press and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Aiming at the impact of bridge deck crane on bridge structure during cantilever construction of long-span cable-stayed bridge, taking a long-span single tower hybrid girder cable-stayed bridge as the background, the response surface method (RSM) was used to study the influence of structural parameters of bridge deck crane on main beam alignment, internal force and cable force during cantilever construction. The weight of the bridge deck crane, the front and rear reaction ratio, the front and rear support span and the elastic modulus of the steel box girder were taken as the main design parameters, and the deflection of the main girder under the maximum cantilever state and the stress, alignment and cable force of the main girder under the bridge completion state were taken as the response parameters. The explicit response equation was constructed to solve the influence degree of each design parameter on the structural response, and the sensitivity analysis of the structural parameters was carried out. The results showed that the self-weight of bridge deck crane, the front and rear reaction ratio and the front and rear support span had significant effects on the deflection, internal force and bridge cable force of steel main girder. Under the same conditions, for every 10 t increase in the weight of the crane, the deflection of the cantilever end increased by 42. 46 cm, and the cable force of the bridge increased by 3. 16 kN. Using the response surface method to analyze the influence of structural parameters, the research results are scientific, accurate, simple and practical, which can provide scientific basis for the optimization design of bridge deck crane structure and the monitoring of key control parameters in construction, and also have reference significance for the same type of bridge engineering. [ABSTRACT FROM AUTHOR]

Copyright of Railway Standard Design is the property of Railway Standard Design Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Railway Signalling & Communication Engineering is the property of Railway Signalling & Communication Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Fly Ash Comprehensive Utilization is the property of Hebei Fly Ash Comprehensive Utilization Magazine Co., Ltd. and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Architecture & Civil Engineering is the property of Chang'an Daxue Zazhishe and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Railway Signalling & Communication Engineering is the property of Railway Signalling & Communication Engineering and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Henan University of Science & Technology, Natural Science is the property of Editorial Office of Journal of Henan University of Science & Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

In the process of cable partial discharge pattern recognition, the traditional manual feature extraction relies on the knowledge and experience of specific fields, and the workload of feature selection and optimization is heavy. In view of this problem and to avoid the overfitting problem of the classifier under the unbalanced small sample data of the model, this study presents a partial discharge pattern recognition method based on CNN-DCGAN in the case of small samples. Partial discharge time domain signals are transformed into two-dimensional image information by sliding time window. The DCGANs are constructed, and the data enhancement is carried out on the basis of the original data set. The original data and the enhanced data are taken as the system input. CNN is constructed, and its nonlinear encoder is used to automatically extract partial discharge features, and the feature classification model is trained by Softmax layer. Experimental results show that compared with artificial features, the recognition accuracy of CNN classifier based on automatic feature extraction is improved by 4.18%. Compared with the original data set, the system recognition accuracy based on the sample enhanced data set is improved by 3.175%. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Architecture & Civil Engineering is the property of Chang'an Daxue Zazhishe and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Railway Standard Design is the property of Railway Standard Design Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Coal Science & Technology (0253-2336) is the property of Coal Science & Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Tunnel Construction / Suidao Jianshe (Zhong-Yingwen Ban) is the property of Tunnel Construction Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The self -floating immersed tube method is adopted in the construction of submarine immersed tube tunnels in China. The design of non-self-floating immersed tube is first applied in Shenzhen riverine expressway project. The immersed tube does not have the self-floating ability. The special installation barge is used to provide the lifting force and control binding force for it, and the immersed tube is driven by the winching installation barge to carry out the positioning of the foundation trench. Based on the construction case study of Hongkong -Zhuhai -Macao Bridge, Shenzhen -Zhongshan channel and other projects, a construction technology suitable for long-distance foundation trench winching was adopted. When the tube section is affected by waves and currents during the winching of the foundation trench, based on AQWA software, the 6 -DOF motion response and cable force of the ship-immersed tube under marine environment load were studied by using three-dimensional potential flow theory. The results show that the peak force of the cable exceeds the configuration of the hoist, and the cable needs to be started slowly at the initial stage. The deflection of the immersed tube meets the requirements. It provides a theoretical analysis basis for the winching of large immersed tube foundation trench, and can be used for reference in similar engineering construction analysis. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Harbin Institute of Technology. Social Sciences Edition / Haerbin Gongye Daxue Xuebao. Shehui Kexue Ban is the property of Harbin Institute of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Hebei University of Science & Technology is the property of Hebei University of Science & Technology, Journal of Hebei University of Science & Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Tunnel Construction / Suidao Jianshe (Zhong-Yingwen Ban) is the property of Tunnel Construction Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Bulletin of the Chinese Ceramic Society is the property of Bulletin of the Chinese Ceramic Society Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

The anchorage area of the cable tower of the long-span cable-stayed bridge is an important structure for transferring the concentrated force of the cable, and it is also one of the key points in the bridge tower design. In order to study the effects of the stress change of the steel anchor beam, the friction between the top plate of the corbel and the bottom plate of the anchor beam, and the prestress on the structural stress of the steel anchor beam in the case of a broken cable, the finite element method is used to establish the local force analysis model of the steel anchor beam, the cable-breaking condition is simulated by the passivation of one side cable force, and the linear and non-linear force comparison analysis of the steel anchor beam structure is carried out based on a large-span cable-stayed bridge with a main span of 560m. The calculation and analysis results show that the principal compressive stress of the concrete under the cable-breaking condition is significantly increased, and the equivalent stress of the corbel top plate is increased by 40% compared with that under operating condition; after considering the friction between the top plate of the corbel and the bottom plate of the steel anchor beam, the equivalent stress of the top plate of the corbel is increased by 50%; after considering the effect of prestress, the equivalent stress of the concrete and the steel anchor beam is increased significantly, and the corbel top plate stress is increased by 36%. Stress concentration exits at such weak positions as welding corners of the web and bottom plate, the welding points of corbel wall plate with the top plate and the web plate. In order to ensure the safety of the structure, the friction between the top plate of the corbel and the bottom plate of the steel anchor beam, and the effect of prestress should be considered in the stress analysis of the steel anchor beam. The quality of plates welding with stress concentration should be guaranteed with enhanced testing. [ABSTRACT FROM AUTHOR]

In view of the problems of difficult concrete maintenance operations and poor maintenance effects caused by the continuous changes of cable tower height and structural form in S04 bid section of Shenzhen-Zhongshan Link, the intelligent maintenance system of the tower crane was studied. By comparing and analyzing the effects of intelligent maintenance system and standard maintenance, it is found that using the intelligent maintenance system of the tower crane can increase the maintenance humidity of the maintenance area to 85%RH in about 25 min, the 28 d compressive strength of the intelligent maintenance is 20% higher than that of the standard maintenance, and the 28 d chloride ion diffusion coefficient is reduced by21%, which improves the development rate of concrete strength while ensuring the durability of concrete. [ABSTRACT FROM AUTHOR]

Copyright of Journal of Architecture & Civil Engineering is the property of Chang'an Daxue Zazhishe and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Tunnel Construction / Suidao Jianshe (Zhong-Yingwen Ban) is the property of Tunnel Construction Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Tunnel Construction / Suidao Jianshe (Zhong-Yingwen Ban) is the property of Tunnel Construction Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Journal of Harbin Institute of Technology. Social Sciences Edition / Haerbin Gongye Daxue Xuebao. Shehui Kexue Ban is the property of Harbin Institute of Technology and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Tunnel Construction / Suidao Jianshe (Zhong-Yingwen Ban) is the property of Tunnel Construction Editorial Office and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)

Copyright of Electric Machines & Control / Dianji Yu Kongzhi Xuebao is the property of Electric Machines & Control and its content may not be copied or emailed to multiple sites or posted to a listserv without the copyright holder's express written permission. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)