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

Current Articles

2025, Volume 55,  Issue 7

Display Method:
A Generalized Vision-Based Intelligent Agent Navigation for Structural Damage Inspection
XU Yang, HU Shudong, YANG Guangshuo, BAO Yuequan, LI Hui
2025, 55(7): 1-10. doi: 10.3724/j.gyjzG25070801
Abstract:
Conventional structural inspection highly relies on human inspector with engineering experience, lacks safety guarantee, and is time-labor-consuming. Recently, advanced robotics, computer vision, and deep learning techniques have provided innovative ...
A Three-Stage Surface-Defect Detection Pipeline for Bridge Stay-Cable Sheaths
LIU Yujing, LI Jingfan, FAN Yi, ZHANG Bailin, ZHU Yaoyu, WEI Xiaochen, LIU Yufei
2025, 55(7): 11-20. doi: 10.3724/j.gyjzG25062002
Abstract:
Surface defects of stay-cable sheaths directly jeopardize the structural redundancy and service life of cable-supported bridges. However, large depth-of-field imaging, cluttered backgrounds, and considerable cable length fragment visual information s...
Modeling Methods and Seismic Performance Study of Reinforced Concrete Shear Walls Considering Initial Random Defects
ZHU Chengfa, YU Zeming, MA Guoru, GAO Meng, SONG Tengfei, YANG Yahan, HU Xiaochen, WANG Daoyong
2025, 55(7): 21-29. doi: 10.3724/j.gyjzG25020802
Abstract:
Latent defects, such as poorly compacted concrete and voids, are increasingly detected in existing structures due to advances in structural inspection technology. These defects are formed during concrete pouring because of inadequate vibration, block...
Constraint-Equivalent-Based Natural Frequency Solutions and Crack Damage Identification for Back-Bolted Stone Curtain Walls
YANG Huangtao, ZHU Yuanchen, CONG Haonan, WANG Jianmin
2025, 55(7): 30-38. doi: 10.3724/j.gyjzG24083103
Abstract:
Given the structural complexity of back-bolted stone curtain wall panels — with four cantilevered edges and four-point localized back-anchor constraints — no theoretical natural frequency solution is available to validate numerical simulations or gui...
A Review on Non-Destructive Testing Techniques for Modular Integrated Construction Shear Wall Structures
ZHAO Baojun, CHEN Hongbing, ZHAO Yang, KONG Caifa, WANG Jiang
2025, 55(7): 39-50. doi: 10.3724/j.gyjzG25050703
Abstract:
Modular integrated construction (MIC) shear walls are composed of multiple connecting components, such as grouting sleeves, non-contact grouted rebar lapping connections, bedding mortar layer at the base, prefabricated wall molds, and cast-in-place c...
A Neural Network Algorithm for Ultrasonic Imaging of Pile Defects
TAN Ziyang, ZHOU Xiaoyong
2025, 55(7): 51-59. doi: 10.3724/j.gyjzG25010305
Abstract:
Ultrasonic testing has been widely used in the quality inspection of pile foundations due to its non-destructiveness and high accuracy. Traditional ultrasonic transmission method relies on two-dimensional waveform diagrams (e.g., sound velocity, ampl...
Cracking Mechanism and Strengthening Method of Double Web Shoulder-Beams within Four-Limb CFST Columns
ZHAO Xuan, LIAO Xu, HU Zhaohui, LIU Jun, NIE Ying, CHEN Siyu, LI Xian, LIU Xiguang
2025, 55(7): 60-69. doi: 10.3724/j.gyjzG25051006
Abstract:
Nowadays, the shoulder-beams of heavy industrial plants in China are widely cracked under repeated crane loads, seriously threatening the production safety of the plants. To investigate the fatigue cracking mechanism and fatigue life of the double-we...
Research on Reinforcement of Timber Beam-Column Joints of Traditional Dwellings in the Xianshui River Basin, Garzê Tibetan Autonomous Prefecture, Sichuan Province
LIU Yan, LIN Chenxi, QU Shiyu, XING Shunming
2025, 55(7): 70-78. doi: 10.3724/j.gyjzG25052601
Abstract:
The damages such as cracking and bending deformation in the timber beam-column joints in traditional vernacular dwellings in the Xianshui River Basin of Garzê Tibetan Autonomous Prefecture, Sichuan Province, the normal use of the house is affected, p...
Development Status of Detection and Evaluation Techniques for Hidden-Frame Glass Curtain Walls in Existing Buildings
LIAN Saisai, LIU Xiaolan, WANG Jian, LU Peng, DING Daiwei
2025, 55(7): 79-86. doi: 10.3724/j.gyjzG25031704
Abstract:
Glass curtain walls are widely used in modern buildings, but they are prone to safety hazards such as structural adhesive aging and debonding due to long-term exposure to wind loads and temperature changes. To this end, the representative results of ...
3D FEM Analysis of Excavation-Induced Effects on an Overlying Heritage Structure in Soft Soil
GU Zhengrui, XU Zhonghua, WANG Weidong, HU Yun
2025, 55(7): 87-95. doi: 10.3724/j.gyjzG25052401
Abstract:
The Shanghai Huangpu District 160 Neighborhood Reconstruction Project involved the development of underground space beneath a historical building. It innovatively used the first support of the foundation pit as a translation platform for the historic...
Research on the Cooling Performance of Thermosyphon-Ventilated Plate Composite Subgrade in Permafrost Regions
MA Shaoqing, ZHANG Yu, ZHONG Wenhua, LIU Qiang, ZHOU Tianbao, SUN Tian
2025, 55(7): 96-102. doi: 10.3724/j.gyjzG25051304
Abstract:
To investigate the cooling performance of thermosyphon-ventilated plate composite subgrade in permafrost regions, field experiments were conducted on a highway section between the 109 Junction at Erdaogou Military Station and Zhiduo along the S224 Li...
Analysis of Strain Characteristics of Steel Deck-U-Rib Welds Based on Long-Term Monitoring Data
MA Hui, REN Zhongshan, ZHANG Hui, LUO Ruilin, BAO Tong
2025, 55(7): 103-108. doi: 10.3724/j.gyjzG23052503
Abstract:
The service state of the steel deck system is closely related to load, temperature, structural response and other factors. In order to accurately analyze the long-term performance of the steel deck pavement, the study conducted long-term monitoring o...
Prognosis of Fatigue Damage in Steel Bridge Decks Based on Long Short-Term Memory Neural Networks
MA Kaichen, XU Yangming, JIANG Linsong, XING Song, WANG Xie
2025, 55(7): 109-118. doi: 10.3724/j.gyjzG24060304
Abstract:
Orthotropic steel decks are prone to fatigue damage under repeated traffic loads, which poses a serious threat to the safe and healthy operation of bridges. By using large-scale bridge health monitoring data, the fatigue damage of orthotropic steel b...
Study on Damage Mode and Crack Expansion Characteristics of Compression Damage of Dou-Gong in Hall-Style Wooden Architecture Based on DIC: a Case Study of the Great Compassion Hall of Chongshan Temple
YANG Yanxun, WU Ying, LI Aiqun, DENG Yang, HOU Miaole, WANG Xiaolong, ZHAO Huiqiang
2025, 55(7): 119-130. doi: 10.3724/j.gyjzG25051801
Abstract:
This paper is aimed to study the applicability of digital image correlation (DIC) technology in the protection of wooden cultural relics and the complex damage characteristics of the Dou-Gong under compression due to wood anisotropy. Firstly, new woo...
Advances in Key Technologies for Steel Structure Operation and Maintenance Based on Machine Vision
CHEN Feiqi, XUE Jiang, LU Peng, WANG Jian, DING Daiwei
2025, 55(7): 131-142. doi: 10.3724/j.gyjzG25031702
Abstract:
This paper systematically reviews advancements in bolt loosening and loss detection, weld defect identification, local deformation monitoring, and corrosion localization and severity assessment. To address the limitations of traditional manual-featur...
Post-Earthquake Damage Detection of Reinforced Concrete Members Based on the Improved YOLO Model
CHEN Zixiao, SONG Chenghao, HU Xiaobin
2025, 55(7): 143-151. doi: 10.3724/j.gyjzG25071002
Abstract:
In this paper, seismic tests of reinforced concrete (RC) column were conducted, based on which the post-earthquake damage dataset of RC member was established considering the additional data obtained externally. A lightweight model, i.e. FG-YOLOv5, w...
A Method for Crack Pattern Recognition of Brick Walls Based on the SSG-YOLOv8n Model
CHEN Kui, ZHAO Yawei, WANG Guangming, LIANG Jianguo
2025, 55(7): 152-161. doi: 10.3724/j.gyjzG25051205
Abstract:
The formation and development of cracks in brick walls is a gradual process. If the management unit ignores dynamic changes during daily inspections, it is highly likely to pose a threat to the safety of people's lives and property. To address the pr...
Research on Detection Methods and Applications for Missing Brackets in Hidden-Frame Glass Curtain Walls Based on UAV Visual Images
YUAN Zhengrong, XIA Xinhong, HE Yibin, YANG Bo, YAO Wenxuan, DU Zhibin
2025, 55(7): 162-170. doi: 10.3724/j.gyjzG24110806
Abstract:
The horizontal hidden-frame glass curtain wall is a common form of building envelope. The absence of lower-edge brackets directly affects the structural safety of the curtain wall during the operation and maintenance phase. This paper focuses on the ...
Water Adaptability in Traditional Settlement Spatial Morphology: Conceptual Clarification and Framework Construction
LIU Zhe, LI Yunruo, LIU Weibo, AI Shanghong
2025, 55(7): 171-181. doi: 10.3724/j.gyjzG24061308
Abstract:
Research on water adaptability in traditional settlements can help understand the fundamental principles of their spatial morphological evolution, providing a historical basis for the sustainable development of settlements. Over the past 40 years, de...
Research on the Delineation of Old City Reenewal Areas Based on Spatial Quality Granularity:Taking the Historical City Area of Hohhot as an Example
HU Yuanmeng, ZHANG Liheng, YANG Yujun, WANG Zijian
2025, 55(7): 182-193. doi: 10.3724/j.gyjzG24101903
Abstract:
Addressing the issues of low sensitivity to scale and weak applicability in research on urban spatial quality, defining update areas based on spatial quality characteristics at the optimal analysis granularity has become an effective way for urban qu...
Material Constitutive Relationship and Finite Element Modelling Method for Reinforced Hollow Square High-Strength Concrete-Filled Steel Tubular Columns Under Axial Loading
ZHAO Muzi, XU Chengyan, GONG Chao, WU Xujun, HOU Zhaoxin
2025, 55(7): 194-203. doi: 10.3724/j.gyjzG24020603
Abstract:
Parameters such as the hollow ratio and reinforcement ratio can significantly influence the behavior of reinforced hollow square high-strength concrete-filled steel tubular columns (RHSCFSTs). However, current material constitutive models and finite ...
Experimental Research and Parametric Analysis on Seismic Behavior of Prefabricated Concrete Frames Connected with UHPC
CHEN Gang, NIE Xinxin, ZHENG Qizhen, CHEN Weigang, JIANG Haiyang
2025, 55(7): 204-215. doi: 10.3724/j.gyjzG22122506
Abstract:
A novel prefabricated frame structure system was proposed, featuring "prefabricated beams and columns, prefabricated joints, and post-cast UHPC connections". A prefabricated frame and a cast-in-place frame were designed, and quasi-static tests were s...
Experimental Research on Buckling Performance and Design Methods for Cold-Formed Thin-Walled Equal-Legged Lipped Angle Steel Under Axial Compression
YAO Xingyou, LIU Yafei, GUO Yanli, RUAN Chuhang, CHEN Hou
2025, 55(7): 216-226. doi: 10.3724/j.gyjzG23102413
Abstract:
In order to study the buckling performance and the bearing capacity design method of cold-formed thin-walled equal-legged lipped angle columns, axial compression tests were conducted on 32 LQ550 equal-legged lipped angle columns with different cross-...
Experimental Study on Tensile-Shear Fatigue of Bolts
CAO Baoya, DING Yuang, YANG Bingyi, LI Aiqun, CHENG Siwei, DENG Yang
2025, 55(7): 227-236. doi: 10.3724/j.gyjzG25052207
Abstract:
In practical engineering structures, bolts often operate under tensile-shear combined stress states, whereas current design codes only provide calculation methods for bolt fatigue life under pure tension or pure shear loads. Therefore, this study con...
Experimental Research on Preload Loss of Stainless Steel High-Strength Bolt Connections
YU lei, WU Dianhan, WANG Hui, ZHENG Baofeng
2025, 55(7): 237-244. doi: 10.3724/j.gyjzG22090902
Abstract:
The law of preload loss is an important basis for determining tightening technology and quality inspection in high-strength bolt connections. The bolt preload of 10 groups of stainless steel high-strength bolted standard specimens was tracked for a l...
Experimental Research on the Durability of Foam Concrete Under the Action of Compound Salt
HE Kangze, WANG Kangyu, YE Linjie, ZHU Jiayu
2025, 55(7): 245-253. doi: 10.3724/j.gyjzG24080205
Abstract:
A series of tests, including corrosion resistance, compressive strength, and microscopic analysis, were conducted on foam concrete under the combined action of chloride-sulfate composite salt solution. The study investigated the influence of the comp...