Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report

2022 Vol. 52, No. 10

Display Method:
Durability Evaluation of Concrete Structure Based on Reinforcement Corrosion
LUO Daming, NIU Ditao
2022, 52(10): 1-8,70. doi: 10.13204/j.gyjzG22082202
Abstract:
Concrete structures in corrosive environment often suffer from reinforcement corrosion, which leads to durability degradation and shortens the service life of these structures. The safe and durable operation and maintenance of concrete structures are...
Review on Inspection Techniques of Glass Curtain Walls
JIAN Hongshu, JIN Nan, WU Yongjingbang, ZHANG Wei, FAN Cunjun, SHI Zhongqi, LIU Yuke
2022, 52(10): 9-15. doi: 10.13204/j.gyjzG22072513
Abstract:
Although glass curtain walls are widely used in large-scale and high-rise buildings in China, relevant safety issues are becoming increasingly prominent. This paper used the accident cases in recent years to analyze the main safety hazard types and m...
Review of Chloride Corrosion Durability Monitoring of Marine Structures in Nuclear Power Plants
GU Hui, RONG Hua, LI Jiwa, FAN Xinglang, YAO Jitao, CHENG Zhengjie
2022, 52(10): 16-21,15. doi: 10.13204/j.gyjzG22061712
Abstract:
Durability deterioration of marine structures in nuclear power plants causes the reinforcement corrosion and may lead to concrete cracking, delamination, and spalling, which poses a great threat to the safety and durability of structures. The conside...
Review on Damage Identification and Health Monitoring of Steel Structures Based on Computer Vision
LU Peng, ZHAO Tiansong, WANG Jian, ZHAO Lei, CHANG Haosong, ZHENG Yun
2022, 52(10): 22-27. doi: 10.13204/j.gyjzG22071401
Abstract:
Steel structures suffer from surface damage all the time due to their material properties and insufficient daily management. With the development of digital information technology, computer vision techniques have become key means in damage identifica...
Fuzzy Comprehensive Evaluation Method for Safety of Concrete Frame Structures Based on AHP-Membership Theory
LIN Yongjun, XIAO Tianxu, ZHANG Zengpeng, XIE Yuanang
2022, 52(10): 28-38,45. doi: 10.13204/j.gyjzG22041612
Abstract:
Existing codes and standards adopt qualitative and quantitative methods to assess the safety of concrete frame structures, which can hardly judge the relative safety of structures at the same safety level. According to the stress characteristics of c...
Prediction and Analysis for Time Limits of Prestress Loss Based on Genetic Algorithms
LIU Hanjing, ZHAO Dongfu, YANG Xinguang
2022, 52(10): 39-45. doi: 10.13204/j.gyjzG22060906
Abstract:
Shrinkage and creep of concrete, and relaxation of prestressed tendons will cause loss of prestress, and which then affect long-term performances of prestressed concrete structures. The calculated values of long-term prestress loss obtained according...
Monitoring and Analysis for Support Deformation of Complex Seismic Isolation Structures Based on Computer Vision
DU Yongfeng, LI Xiangxiong, ZHANG Chao, LI Chao, Maimaitiming TURDIMAMAT, MA Zhenghe
2022, 52(10): 46-52. doi: 10.13204/j.gyjzG22012407
Abstract:
For the ultra-long and complex isolation structures, the isolation supports engendered a large lateral displacement phenomenon easily during construction stages. Real-time and accurate deformation monitoring for isolation supports is an effective bas...
Crack Monitoring of RC Columns Under Cyclic Loading Based on Computer Vision
SONG Chenghao, CHEN Shucheng, HU Xiaobin, YUAN Huanxin
2022, 52(10): 53-60. doi: 10.13204/j.gyjzG22070112
Abstract:
Based on computer vision, the procedure of recognizing wide-range cracks on the surface of concrete members was presented by obtaining the wide-range crack images through image stitching, and identifying cracks by the threshold segmentation. Adopting...
Numerical Simulation Research on Demolition and Collapse of Space Truss Structures
CHEN Zhenming, LIANG Anrui, LI Jiyuan, ZHANG Jingzhou, FENG Ran, HUANG Shitao, JIANG Lei
2022, 52(10): 61-70. doi: 10.13204/j.gyjzG22042522
Abstract:
The implicit dynamic analysis by finite-element (FE) software ABAQUS was utilized to conduct numerical simulations on the demolition and collapse process of three common plane truss structures, namely, orthogonal, orthogonal diagonal, and three-dimen...
Research and Application of the Curvature Modal Parameter Method in Quantitative Damage Identigication of String Structures
ZHU Yan, JIANG Qingjie
2022, 52(10): 71-77. doi: 10.13204/j.gyjzG22062310
Abstract:
So far, damage identification of string structures based on dynamic detection can be only qualitatively estimated. Aiming at the subsistent problem, a method which could quantitatively identify curvature model parameters was proposed. The improved ab...
Quantitative Damage Identification of Frame Structure Based on Wavelet Packet Energy Curvature Difference Under Environmental Excitation
LI Hongyi, SHAO Weiwei, ZHU Zhanlong, YANG Weijun
2022, 52(10): 78-83. doi: 10.13204/j.gyjzG21112501
Abstract:
The effectiveness of the wavelet packet energy curvature difference for damage identification has been verified by numerical simulations, laboratory tests, and engineering projects, but the quantitative analysis of structural damage is lacking. Takin...
Performance Evaluation of Prestressed Concrete Containment Sturctuce Based on Finite Element Model Updating
LI Zhongcheng, ZHOU Yanbing, LAN Tianyun, DONG Zhanfa, XIONG Meng
2022, 52(10): 84-88,77. doi: 10.13204/j.gyjzG22070417
Abstract:
The nuclear power plant containment is an important physical barrier to ensure the safe operation of nuclear power units. The Containment Tightness Test (CTT) is an important means to verify the strength and tightness of the containment structure. Be...
Application of FBG Self-Sensing Anchor Cable in Foundation Pit Support Engineering of a Stadium
OU Tong, LAN Chunguang, Bai Shi, QIU Youwei, LIU Xuebing
2022, 52(10): 89-93,105. doi: 10.13204/j.gyjzG22072913
Abstract:
The fiber-Bragg-grating (FBG) self-sensing anchor cable was used to carry out an experimental monitoring application in the foundation pit support engineering of a stadium with a "double-row pile + anchor cable" in a muddy geological environment. The...
Numerical Analysis of Crack Resistance of Concrete Structure of Ultra-Long Round Stadium During Construction
GAO Peng, GE Changwen, LIU Maofang, MENG Lei, YIN Zongcheng, WANG Zhiqiang, GAN Zhengyong, YANG Xuan, ZHU Jie
2022, 52(10): 94-99,110. doi: 10.13204/j.gyjzG22073006
Abstract:
The ultra-long concrete structure produces internal force and deformation with temperature change and concrete shrinkage, which results in the cracking of horizontal structure specimens exceeding the tensile strength of the concrete. For an ultra-lon...
Research on Construction Simulation and Monitoring for Demolition and Reconstruction of Concrete Frame Structure
WANG Chao, TANG Dongyue, HUANG Jianfeng, LI Jiangang
2022, 52(10): 100-105. doi: 10.13204/j.gyjzG22042613
Abstract:
A concrete frame structure needs to be reconstructed due to functional updating. In order to meet the requirements of large space, massive columns, beams, and plates need to be demolished, which indicates a high safety risk. Therefore, finite element...
Intelligent Monitoring and Analysis of Incremental Launching Construction of Precast Frame Bridge
ZHANG Mingliang, XIN Yabing, HU Tao, CHEN Hao
2022, 52(10): 106-110. doi: 10.13204/j.gyjzG20110607
Abstract:
In order to realize the intelligent monitoring of the incremental launching construction of a precast frame bridge, this paper took the incremental launching construction of the frame bridge in Shanjuan road under Changde-Zhangjiajie expressway in Ch...
Quality Deterioration Evaluation of Modern Brick-Wood Houses in Shanghai Based on Big Data Analysis Technology
BAI Xue, JIANG Lixue, XU Qingfeng, ZHENG Shiju
2022, 52(10): 111-114,188. doi: 10.13204/j.gyjzG22041104
Abstract:
The quality deterioration degree of modern brick-wood houses in Shanghai is affected by various factors and involves a large amount of data. Since indicators are ordered categorical variables, and there is a correlation between them, the principal co...
Influence of Combined Expansive Agent and Internal Curing Water of Super Absorbent Polymer on Concrete Shrinkage
LI Wei, HAN Yudong, YUE Qingrui, DING Xiaoping, MENG Xi, DANG Yudong
2022, 52(10): 115-121. doi: 10.13204/j.gyjzG22071808
Abstract:
In order to regulate the early shrinkage and cracking of the concrete, the influence of combined expansive agent and internal curing water of super absorbent polymer (SAP) on the regulation laws of early shrinkage and mechanical strength of concrete ...
Axial Compression Performance and Mechanical Property of CFST Columns Reinforced with Outer Steel Tubes
LI Xiaozhong, ZHANG Sumei
2022, 52(10): 122-130. doi: 10.13204/j.gyjzG22072710
Abstract:
Deficient circular and square concrete-filled steel tube (CFST) columns can be reinforced with outer steel tubes effectively. In this paper, ABAQUS was utilized to establish finite element models for the circular and square CFST columns reinforced wi...
Life Prediction of Internal Curing Concrete in Chloride Environment Based on Nernst-Plank Equation
LUO Daming, LI Fan, NIU Ditao
2022, 52(10): 131-138. doi: 10.13204/j.gyjzG22073005
Abstract:
Concrete structures in coastal areas, salt lakes, and deicing salt areas are seriously eroded by chloride ions, which has caused great economic losses. Traditional chloride transport models based on Fick's second law fail to consider influencing fact...
Research on Indoor Daylighting Optimization Strategy for Renovated Old Industrial Buildings with Large Spans
CHEN Weiying, LI Yixiang, CAO Di, BI Xin
2022, 52(10): 139-145. doi: 10.13204/j.gyjzG22042907
Abstract:
As China's urban regeneration continues, old industrial buildings are being renovated in full swing. At present, the renovation mainly focuses on function replacement, architecture form, and spatial layout, but it fails to consider the improvement of...
Anti-Seismic Performance of Composite Shear Walls of Concrete Filled Steel Tube Reinforced with Corrugated Steel Plates
ZHANG Liang, WU Bian, ZHANG Fengliang, LIU Yang
2022, 52(10): 146-155,138. doi: 10.13204/j.gyjzG22071409
Abstract:
The composite shear wall of concrete filled steel tube (CFST) reinforced with corrugated steel plates is a new structural lateral force resistance system. It adopts a design featuring separate load-bearing and lateral force resistance and fully exert...
Experimental Study on Dynamic Properties of Timber-Concrete Composite Beams Using Steel Bar Truss Slabs
WEN Bo, YANG Huifeng, SHI Benkai, CHEN Sijian
2022, 52(10): 156-160,203. doi: 10.13204/j.gyjzG22072920
Abstract:
Timber-concrete composite structure can significantly improve the structural performance of timber buildings and can be widely mostly used in multi-story and high-rise timber buildings. However, due to the lack of research on the vibration performanc...
An Experimental Study on Flexural Property of Damaged Concrete Beams Reinforced with High Ductile Concrete
WANG Weiling, KOU Jialiang, PAN Haibo
2022, 52(10): 161-167,228. doi: 10.13204/j.gyjzG22030414
Abstract:
High ductile concrete (HDC) has positive ductility, bond property, and damage resistance feature. Therefore, it can be used to reinforce damaged concrete beams, which can not only improve the bearing capacity of the beams, but also prevent the furthe...
Reliability-Based Design and Optimization Method for External Prestressing Reinforcement of Simply-Supported Beams
MA Shibin, LIU Yuezhao, JI Gangsheng, XU Zifei, LIU Zilong
2022, 52(10): 168-175,145. doi: 10.13204/j.gyjzG22052104
Abstract:
In order to scientifically and reasonably study the design optimization of RC simply-supported T-beams with external prestressing reinforcement, a design optimization method for external prestressing reinforcement based on the target reliability was ...
Study on Bearing Capacity Evaluation and Reinforcement Technology Under Limited Operation of Defective H-Shaped Steel Bolted Welded Joints
WU Chenxuan, XING Kuntao, LI Shenglin, FENG Shaopan
2022, 52(10): 176-181,194. doi: 10.13204/j.gyjzG22050206
Abstract:
H-shaped steel bolted welded joints have excellent welding performance and are widely used in steel buildings. However, during the construction, the joints often show welding defects such as misalignment, air holes, and slag inclusion, which do not m...
Deformation Characteristics and Treatment Plan of Zhengjiayuan Tunnel-Landslide Oblique System
ZHANG Hao, ZHAO Xin, LI Ang, XIE Kun, LI Pan, NIU Yongzhe
2022, 52(10): 182-188. doi: 10.13204/j.gyjzG22062717
Abstract:
This paper analyzed the topographic and geological characteristics, deformation process and trend, landslide causes, stability, treatment plan, and monitoring data of the Zhengjiayuan tunnel-landslide oblique system. In addition, a comprehensive trea...
Research on Construction Mechanical Behavior of Large-Scale Comprehensive Renovation and Performance Improvement of Operating Subway Station
ZHANG Chenming
2022, 52(10): 189-194. doi: 10.13204/j.gyjzG22073102
Abstract:
To improve the overall performance of the subway station, Shenzhen Huangmugang transportation hub project needs to comprehensively renovate a long wall of 456.7 m of the operating subway station on three floors of the basement. In order to ensure ope...
Research Prospect of BIM-Based Information Technologies for Engineering Management
HU Zhenzhong, LIU Yi, LIN Chao
2022, 52(10): 195-203. doi: 10.13204/j.gyjzG22073009
Abstract:
As the process of social informatization accelerates, information technologies have gradually become an important means for construction practitioners to improve the quality of engineering management. As a key component of the digital development of ...
Research on Data Fusion of Building Operation and Maintenance Systems Based on Digital Twins and Its Application
YANG Hao, YU Fangqiang, GAO Shang, XU Jinglin
2022, 52(10): 204-210,235. doi: 10.13204/j.gyjzG22073107
Abstract:
The process of mapping data from a building operation and maintenance system to building digital twins is exposed to various problems, such as discrete data, multi-source heterogeneous data, and poorly effective queries, and so on. To solve those pro...
Research on Health Monitoring of Frame Shear Wall Structures Based on Wavelet Packet Transform
LIU Yang, LIU Chong, WANG Lixia
2022, 52(10): 211-218. doi: 10.13204/j.gyjzG22071916
Abstract:
To discover the damages to load-bearing wall structures caused by property owners' unauthorized reconstruction in residential buildings in a timely manner, this paper proposed a health monitoring method based on wavelet packet transform for building ...
High-Frequency Maintenance Detection Method Based on Semantic Analysis and Density Clustering
XIANG Yanzhou, YU Fangqiang, XU Jinglin, PENG Yang
2022, 52(10): 219-223,218. doi: 10.13204/j.gyjzG22073011
Abstract:
The traditional management system for building maintenance work orders is highly likely to ignore the analysis of the textual description part of a work order. Consequently, valuable information is submerged in a large amount of messy data, which mak...
Wireless Sensor Network-Based Health Status Monitoring Technology for Transmission Tower Structures and Its Application
SUN Qigang, SONG Zhuoyan, JIAN Qingzhi, ZHAO Yong, HE Chunhui, CHEN Xiangjia
2022, 52(10): 224-228. doi: 10.13204/j.gyjzG22060707
Abstract:
To grasp the health status of overage transmission tower structures in real time, this paper built a wireless sensor network-based structural health status monitoring system for the four transmission towers currently in operation in Linyi, Shandong P...
Research on Destructiveness of Dam Failure of Tailings Reservoirs Based on Two-Dimensional Cloud Model
ZHOU Hongwen, DONG Wenjun, ZHOU Bentao
2022, 52(10): 229-235. doi: 10.13204/j.gyjzG22072610
Abstract:
This study is designed to accurately assess the probability of impact damage to downstream structures caused by debris flows after the dam failure of tailings reservoirs and the severity of the damage. Specifically, an impact risk assessment system f...
Development and Practical Application of Municipal Facility Management and Maintenance System Based on GIS and AI
HE Ruiqi, YU Fangqiang, XU Jinglin, ZHAO Zhen, ZHANG Mingzheng
2022, 52(10): 236-241. doi: 10.13204/j.gyjzG22072810
Abstract:
Municipal facilities are an important part of urban management. Traditional municipal facility management and maintenance, mainly passive operation and maintenance in the form of "problem discovery and problem solving", is a weak link in refined urba...
Intelligent Inversion for Material Parameters of Diversion Canal Slopes and Dynamic Stability Analysis
HUANG Ming, YU Zhou, LIU Xu
2022, 52(10): 242-245. doi: 10.13204/j.gyjzG21121316
Abstract:
The finite element method was used to simulate diversion canal slopes. The calculated displacement values and soil material mechanical parameter values were substituted into the input layer and output layer of the RBF neural network for training. The...
Real-Time Online Prediction Method for Structural Strength of Transmission Towers
CHEN Yan, YAN Bo, WANG Qingshan, LU Jun, LIANG Ming
2022, 52(10): 246-252,241. doi: 10.13204/j.gyjzG22072603
Abstract:
Taking a 220 kV double-circuit suspension tower as the research object, this study built a finite-element tower-line system model to parametrically analyze the deformations and stresses of the tower lines in the cases of settlement and slip of the fo...