• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus
  • Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
  • Chinese S&T Journal Citation Reports
  • Chinese Science Citation Database

2023 Vol. 58, No. 3

Display Method:
Optimization of Wagon Flow Assignment with Transship Work for Multiple Marshaling Stations at Railroad Terminals
LI Bing, REN Zeqiang, XUAN Hua
2023, 58(3): 489-498, 545. doi: 10.3969/j.issn.0258-2724.20210796
Abstract:

To improve the operation efficiency of wagon flow at railroad terminals with multiple marshaling stations, firstly based on the analysis of different types of wagon flow operations at the terminal, the mathematical model is constructed with the goal of minimizing the total costs of wagons entering a...

Simulation Analysis on Influence of Congestion Propagation on Operation of Carsharing Systems
HU Lu, LIANG Zhimei, JIANG Yangsheng
2023, 58(3): 499-510. doi: 10.3969/j.issn.0258-2724.20220231
Abstract:

With the increasing penetration of carsharing, vehicle overflow and congestion propagation at the level of station and path tend to be serious. In order to describe the influence mechanism of congestion propagation on the operation of carsharing systems, firstly, a queuing network of the carsharing ...

Review on Advances in Seismic Research of Large-Span Prestressed-Concrete Continuous Rigid-Frame Bridges
WANG Dongsheng, TONG Lei, WANG Rongxia, SUN Zhiguo
2023, 58(3): 511-526. doi: 10.3969/j.issn.0258-2724.20210529
Abstract:

A large number of large-span prestressed concrete (PC) continuous rigid-frame bridges (CRFBs) have been built in China with heights of piers up to 100 m or more. They are likely to suffer strong earthquakes, especially in high seismic risks areas of Western China. The main girder and piers are rigid...

Mechanical Characteristics of Super-Long-Span Cable-Stayed Bridge with Transverse Asymmetrical Load
YUAN Renan, ZHANG Mingjin, ZHENG Qinggang, FU Zhangong, YU Jisheng
2023, 58(3): 527-534. doi: 10.3969/j.issn.0258-2724.20210279
Abstract:

In order to study the influence of transverse asymmetrical load on the mechanical characteristics of long-span cable-stayed bridges, this paper takes the Changtai Yangtze River Bridge as the engineering background and analyzes the mechanical characteristics of the bridge with a transverse asymmetric...

Influence of Maintenance Rail Position and Guide Vanes on Vortex-Induced Vibration Performance of Flat Box Girders
HUANG Lin, DONG Jiahui, WANG Qi, LIAO Haili
2023, 58(3): 535-545. doi: 10.3969/j.issn.0258-2724.20210474
Abstract:

To study the influence of the maintenance rail position and the guide vanes on the vortex-induced vibration (VIV) performance of the wide flat box girder section, the Lingdingyang Bridge (a long-span suspension bridge with wide flat steel box girder) is taken as an example. The VIV of the main girde...

Numerical Analysis of Seismic Energy Dissipation Performance of Corrugated Steel Plate Shear Wall with Low Yield Point
WEI Xing, ZHOU Linjun, LI Gang
2023, 58(3): 546-554. doi: 10.3969/j.issn.0258-2724.20210305
Abstract:

In order to study the seismic performance of low-yield-point corrugated steel plate shear walls (CSPSWs), a new type of lateral-resistant load system, the finite element software ABAQUS was used to numerically analyze the seismic energy dissipation behavior of 16 CSPSWs under lateral monotonic and c...

Dynamic Coordination Coefficient Method for Critical Buckling Load of Stiffened U-Shaped Steel Sheet Pile
SHEN Caihua, YU Hansen, JIANG Xinyu, TANG Kai, LI Jingwen
2023, 58(3): 555-562. doi: 10.3969/j.issn.0258-2724.20220508
Abstract:

Since U-shaped steel sheet piles (USSSPs) are prone to buckle, a dynamic coordination coefficient method for theoretically calculating the local stiffening effect of USSSPs is proposed, and a formula for calculating the critical buckling load of locally stiffened USSSPs is established. The influence...

Experimental Study on Shear Resistance of Abnormal Internal Joints in Partially-Encased Concrete Column-Steel Beam Frame
LI Bushuan, ZHOU Wei, ZHAO Chong, LU Yao, ZHAO Gentian, CHEN Ming
2023, 58(3): 563-574. doi: 10.3969/j.issn.0258-2724.20210545
Abstract:

Due to the requirements for the appearance of civil buildings and the production process of industrial buildings, abnormal internal joints may be formed in the partially-encased steel-concrete composite structures due to misalignment and change of beams and columns. In order to investigate the shear...

Influence of Sand Sampling Method on Bearing Capacity Calculation of Shallow Foundation in Discrete Element Method
CUI Kai, CI Wei, YANG Shangchuan
2023, 58(3): 575-583. doi: 10.3969/j.issn.0258-2724.20210620
Abstract:

In the discrete element numerical simulation, different sample preparation methods will lead to differences in soil void ratio and uniformity, which will affect the simulation results of bearing capacity of shallow foundation. Therefore, it is necessary to analyze the influence of different sample p...

Analysis of Split Grouting Mechanism Considering Coupling Effect of Slurry and Soil Stress
QIN Pengfei, ZHONG Hongwei, LIU Jian, SU Danna, SUN Zhuoyu
2023, 58(3): 584-591. doi: 10.3969/j.issn.0258-2724.20220433
Abstract:

The coupling effect of slurry and soil stress has a significant influence on the slurry diffusion law of split grouting, which should be fully considered in the design phase of split grouting. The split grouting is regarded as a circular expansion process in an infinite plane domain. Based on the Ne...

Loading and Unloading Mechanical Properties and Energy Evolution Mechanism of Red-Bed Mudstone
ZHANG Lei, LI Bing, ZHU Baolong, LUO Bo
2023, 58(3): 592-602, 612. doi: 10.3969/j.issn.0258-2724.20210387
Abstract:

To study the mechanical properties and energy evolution law of red-bed mudstone, five different confining pressure gradients (200, 250, 300, 350, and 400 kPa) and different rate stress paths between the axial and confining pressures are used to perform indoor cyclic loading and unloading tests, taki...

Study on Surface Uplift Caused by Construction of Shallow-Buried Soil Rectangular Pipe Jacking at Subway Entrance and Exit
ZHONG Xiaochun, HE Chunhao, LI Yongyun, WANG Ziyi, CHEN Jie
2023, 58(3): 603-612. doi: 10.3969/j.issn.0258-2724.20210223
Abstract:

In view of the risk of excessive surface uplift in rectangular pipe jacking construction under the condition of shallow-buried soil, the finite element software MIDAS GTS was applied to simulate the dynamic process of large-diameter rectangular pipe jacking, and to explore the law of surface uplift ...

Reliability-Based Design Method of Tunnel Structures Based on Deformation Failure of Surrounding Rock
LI Tiansheng, HE Chuan, FANG Yanbing, ZHOU Zihan, BAO Yeming, CHEN Ziquan, BAI Guofeng
2023, 58(3): 613-621. doi: 10.3969/j.issn.0258-2724.20220137
Abstract:

In order to scientifically address the uncertainty caused by material properties and complex geological environments in tunnel engineering and make the support design more safe and reasonable, a tunnel reliability design and calculation method based on reliability theory is proposed. Firstly, accord...

Oxygen Supply Concentration and Labor Intensity of High Altitude Tunnel Based on MEC-BP
CHEN Zheng, GUO Chun, CHEN Guizhou, ZHANG Jiapeng, XU Yumin
2023, 58(3): 622-629. doi: 10.3969/j.issn.0258-2724.20210669
Abstract:

In order to solve the key technology of oxygen supply in high-altitude tunnel construction, the influence of oxygen supply concentration and labor power on labor intensity in a high-altitude tunnel is studied. Through field measurement in Guigala Tunnel in Dazi District, Lhasa, Tibet, the average en...

Theoretical and Experimental Study on Design Scheme of Vibration Damping Prefabricated Track
ZHANG Zheng, LOU Huibin, SUN Li, ZHU Bin, REN Xichong
2023, 58(3): 630-637. doi: 10.3969/j.issn.0258-2724.20210517
Abstract:

In order to adapt to the large-scale construction of urban rail transit and meet the needs of vibration reduction, a new type of prefabricated ballastless track structure is proposed. The vehicle ballastless track coupling dynamic analysis model and indoor full-scale test model are established to st...

Experimental Study on Bond Characteristics Between Concrete-Filled Steel Tube and Steel Bar Under Cyclic Loading
SUN Yang, XU Zhenyang, SONG Dewei, WANG Chongxiao, YANG Pan
2023, 58(3): 638-644, 695. doi: 10.3969/j.issn.0258-2724.20210733
Abstract:

In order to explore the bonding and anchoring performance of the reinforced concrete-filled steel tube (R-CFST) under cyclic loading, monotonic loading and cyclic loading tests were carried out on R-CFST specimens. The monotonic loading test is used to compare and analyze the response relationship b...

Temperature Rise Effects and Impact of Solar Shed in Cold Region Tunnels
SUN Keguo, WEI Yong, JIA Jinglong, MENG Qingyu, ZHANG Chi, QIN Jinhang, LI Shibin
2023, 58(3): 645-655. doi: 10.3969/j.issn.0258-2724.20220398
Abstract:

To avoid frost damage problems in cold regions tunnels, a solar shed was introduced as one of the insulation measures. First, a three-dimensional transient heat transfer numerical model was established to obtain the tunnel temperature field under natural ventilation, and the reliability of the numer...

Rail Corrugation Suppressing Method on Braking Sections of High-Speed Trains
CUI Xiaolu, TANG Chuanping, BAO Pengyu, QI Wei, LI Junda
2023, 58(3): 656-664. doi: 10.3969/j.issn.0258-2724.20220256
Abstract:

To explore the influence of the braking structure/track structure on the frictional self-excited vibration of the wheelset−track−brake system on braking sections of high-speed trains, firstly, combined with on-site investigation, the finite element model of the wheelset−track−brake system of CRH3 hi...

Analysis of Generation and Evolution Characteristics of Wheel High-Order Polygonal Wear
DONG Yahong, CAO Shuqian
2023, 58(3): 665-676. doi: 10.3969/j.issn.0258-2724.20210989
Abstract:

Aiming at the increasingly serious problem of high-order wheel polygonal wear, based on the wheel-rail system rotor dynamics model, wheel-rail contact model and wear depth model, the generation and evolution model of wheel polygonal wear is established. By analyzing the variation of speed and wheel ...

Rail Corrugation Measurement Method Based on Vibration-Noise Fusion in Metro System
CONG Jianli, WANG Yuan, XU Zhou, LI Wei, CHEN Rong, WANG Ping
2023, 58(3): 677-684. doi: 10.3969/j.issn.0258-2724.20220260
Abstract:

To realize the condition-based maintenance of rail corrugation in a data-driven way, a time-space intensive measurement method of rail corrugation is proposed. First, the intelligent terminal is used to detect vibration and noise at a car body of the train formation, the acceleration waveforms in th...

Multi-stage Quality Prediction of Batch Process Based on KECA and MBA-NARX
ZHANG Min, YUAN Yi, LI Xianjun
2023, 58(3): 685-695. doi: 10.3969/j.issn.0258-2724.20200382
Abstract:

The product quality of batch process is closely related to the process characteristics or the process reaction principle. In order to solve the problems of multistage, time sequence and dynamics of batch process data, a multistage quality prediction method based on nonlinear autoregressive with exog...

Spatially Heterogeneous Effects of Built Environment on Travel Behavior of Older Adults
YANG Linchuan, ZHU Qing
2023, 58(3): 696-703. doi: 10.3969/j.issn.0258-2724.20210689
Abstract:

The implementation of the national strategy, actively addressing population aging, has underscored the importance of paying attention to the older adult population, which has become a crucial demographic group. Previous research has predominantly assumed that the effect of the built environment on t...

First-Order Logical Premise Selection Method Based on Symbol Weight
LIU Qinghua, LI Ruijie, ZHU Xusheng, CHEN Daixin
2023, 58(3): 704-710. doi: 10.3969/j.issn.0258-2724.20220478
Abstract:

To enhance the ability of automated theorem provers to select relevant premises from large-scale premises of first-order logic problems, a symbol weight calculation formula is first proposed, obtaining various weights corresponding to different symbols based on the frequency of symbols in the proble...