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

2023 Vol. 53, No. 4

Display Method:
Wind Tunnel Test Study on Crane Structure with Double-Flat-Arm Derrick for Long-Span Transmission Towers
XIA Shunjun, ZHAO Jun, MA Long, ZHANG Renqiang, DAI Ruzhang, LI Ximin
2023, 53(4): 1-7,74. doi: 10.13204/j.gyjzG21100918
Abstract:
The construction of long-span power transmission lines in China is booming. These transmission lines run through large distances with high-rise towers, and are facing severe challenges from harsh environments. For construction of long-span and ultra ...
Wind-Induced Vibration Response Analysis of Overhead Transmission Lines Under Icing Condition
ZHOU Meng, ZHANG Yiyao, WU Bin
2023, 53(4): 8-14. doi: 10.13204/j.gyjzG21070113
Abstract:
To investigate the vibration response characteristics of overhead transmission lines and the influence of icing and anti-vibration dampers, a typical long-span conductor was taken as the research object. The fluctuating wind model was established wit...
Fragility Analysis of Transmission Towers with a Strong Wind Based on First-Passage Failure Criterion
ZHAO Zihan, XIAO Kai, XIAO Yiqing, LI Chao, ZHANG Wentong
2023, 53(4): 15-21. doi: 10.13204/j.gyjzG20121012
Abstract:
The capacity curves of lattice transmission towers under wind loading were first calculated based on current design codes. According to the stress characteristics of structural components, three performance indexes under the first-passage failure cri...
Safety Assessment and Optimization of High-Voltage Transmission Towers Affected by Blasting Vibration of Adjacent Outlet Tunnel Based on Infinite Element Boundary
ZHAO Yong, DOU Hongqiang, WANG Peng, SUN Yongxin
2023, 53(4): 22-28. doi: 10.13204/j.gyjzG21042308
Abstract:
An outlet tunnel adjacent to multiple high-voltage towers will be constructed by borehole-blasting method. Based on this project a dynamic numerical calculation model with infinite element boundary under blasting dynamic load was established. The cha...
Collapse Analysis of a 500 kV Transmission Tower Under the Combined Action of Typhoon and Microtopography
ZHANG Hongjie, LUO Kewei, LI Yangsen, WENG Lanxi
2023, 53(4): 29-34,93. doi: 10.13204/j.gyjzG22070403
Abstract:
The stress state and collapse cause of transmission tower of 500 kV Zhangquan line II under the combined action of wind speed, wind direction, and micro terrain wind speed-up ratio were studied when Typhoon Meranti passed Xiamen. Based on the histori...
Application Analysis of Cast Steel Tubular Joints in Super High-Rise Long-Span Steel Tubular Transmission Towers
HUANG Tao, LI Buhui, ZHU Jiao, Ning Shuaipeng, TAN Lei
2023, 53(4): 35-40. doi: 10.13204/j.gyjzG21113012
Abstract:
Based on the long-span transmission tower of 500 kV Fengcheng to Meili project, the selection of the joint of bottom-crossarm compression members was conducted. Three types of joints were put forward and compared, including tubular welding joint, wel...
Wind Disaster Vulnerability Study of High-Rise Lightning Rods in Substations
ZHANG Junfeng, JIA Jilong, DONG Xinsheng, GUAN Pinwu
2023, 53(4): 41-45. doi: 10.13204/j.gyjzG22011406
Abstract:
Wind disaster vulnerability study was carried out to evaluate the reliability of high-rise lightning rods in substations, due to the accidents induced by wind storms, in which a representative high-rise lightning rod was selected as an example. Latin...
Research on Pedestrian Perception of Multi-Storey Underground Railroad Stations Based on Spatial Syntax
WANG Linjie, SHAO Jizhong, SUN Zhenying, WAN Wentao
2023, 53(4): 46-53,45. doi: 10.13204/j.gyjzG21090704
Abstract:
In order to solve the problem that pedestrians are easy to lose their bearings in underground rail stations, the relevant theories based on pedestrian needs and spatial syntax were studied, and three evaluation indexes were proposed: accessibility ob...
Research on Economical Design Pattern of Low Impact Development in External Environment of Building: A Case Study of Nanyang No.1 High School
CHEN Hongyu, DONG Yuxiang, LI Xiong, LIU Zhicheng, LIN Chensong
2023, 53(4): 54-61. doi: 10.13204/j.gyjzG22010419
Abstract:
Low-impact development (LID) in the external environment of buildings is an important way to achieve efficient urban runoff control and rainwater resource utilization, however, there are some problems in the distribution of LID controls, such as exce...
Spatial Narrative of Memorial Landscapes from the Donghekou Site Park of Earthquake in Qingchuan
WANG Yaoshu, TANG Yong, ZHONG Meiling, SUN Yan, FU Yingying
2023, 53(4): 62-66,21. doi: 10.13204/j.gyjzG21020501
Abstract:
Recent scholarship of narrative geography has focused on the spatial narratives of memorial landscapes of earthquakes. The study aimed to reveal the issues of processes, strategies, and types of landscape narratives in open and closed spaces by focus...
Research on the Renewal Method of Industrial Heritage Conservation from the Perspective of Value Inheritance
LI Lan, PENG Kexin, HAN Jitong, SHEN Haichao, LI Xinjian
2023, 53(4): 67-74. doi: 10.13204/j.gyjzG22061308
Abstract:
The protection and renewal of industrial heritage plays an important role in the inheritance of urban history and culture, and is also a valuable space resource in the process of urban development and transformation. Based on the methods of network t...
Interpretation of Daqing Sa-55 Well Petroleum Industry Heritage from Situational Perspective
SUN Zhimin, LI Xiaosong, ZHANG Haoyu
2023, 53(4): 75-82. doi: 10.13204/j.gyjzG22060807
Abstract:
The heritage of the petroleum industry has witnessed the development of urban industrial culture, and is the epitome of the industrial civilization development of a city. As a link between the public and the heritage site, industrial heritage interpr...
Study on Non-Gaussian Characteristics and Peak Factors of Fluctuating Wind Pressure on a Special-Shaped Curved Roof Structure
ZHANG Tao, GU Ziqi, CHEN Fubin
2023, 53(4): 94-101. doi: 10.13204/j.gyjzG22052611
Abstract:

A pressure measurement test was conducted on a special-shaped curved roof in the atmospheric boundary layer wind tunnel, and the time series of fluctuating wind loads on the roof surface was obtained. The skewness, kurtosis, probability density, corr...

Seismic Performance Analysis of Beam-Column Connections of Prefabricated Fiber Modified Concrete Frames
YANG Xiaohua, ZHANG Qian, WU Senkun, FENG Jian, CAI Jianguo
2023, 53(4): 102-107,147. doi: 10.13204/j.gyjzG20122208
Abstract:
The influence of concrete reinforced with fibers in the post-cast region, including the connection region and beam service holes, was studied. An improved precast prestressed beam-column connection was designed by using fiber modified concrete in the...
Research on Shape Coefficients of a High-Rise Multi-Tower Interconnected Structure Under Wind Load
YANG Xiaohua, ZHANG Jinming, CAI Jianguo, LU Bo, LI Zhongyi, YE Xiaopeng, SONG Pengxiao
2023, 53(4): 108-114,40. doi: 10.13204/j.gyjzG22042810
Abstract:
Taking a high-rise multi-tower interconnected structure in Zhuhai as an example, the surface wind pressure characteristics and shape coefficient distribution of complex high-connected multi-tower structures were studied, which could provide the calcu...
Experimental Research on Fatigue Life of Composite Beams with Laminated Slabs and Z2 Fatigue Details
YUAN Xigui, ZHANG Kai
2023, 53(4): 115-119,28. doi: 10.13204/j.gyjzG22012509
Abstract:
In order to popularize the prefabrication construction technology and the application of steel-concrete composite beams in bridge structures and crane beams, it is necessary to carry out experimental research on fatigue life of composite beams with v...
Interfacial Bond Performance Experiment on High-Strength Steel Pipe Joints for Prefabricated Composite Structural Columns
ZHU Zhangfeng, RICHARD Liew, DU Yong, YAO Bing
2023, 53(4): 120-124,179. doi: 10.13204/j.gyjzG21100816
Abstract:
To determine the bond length and configuration of high-strength Q420 steel pipe joint for prefabricated composite structural columns, including the pipe sections of ϕ114×25, ϕ152×16 and ϕ194×10, push-out tests were conducted. The different bond lengt...
Research on Structure and Bearing Capacity of Stiffened X-Joints of Lightweight Aggregate Concrete-Filled High-Strength Square Steel Tubes
JIN Hui, GUO Lixiang, ZHAO Wei, WANG Wanzhen
2023, 53(4): 125-130,140. doi: 10.13204/j.gyjzG23010601
Abstract:
In order to study the structure and bearing capacity of lightweight high-strength truss joints, static loading tests were carried out on X-joints with stiffened plates and basic X-joints of lightweight aggregate (LWA) concrete-filled Q345B steel squa...
Analysis on Influence Factors of the Ultimate Bearing Capacity for Rock Foundation Close to a Slope Based on Hoek-Brown Criterion
LYU Wenlong, XU Yong, FAN Hao
2023, 53(4): 131-135. doi: 10.13204/j.gyjzG22050705
Abstract:
The ultimate bearing capacity of rock foundation is a widely discussed and researched subject in the field of rock mechanics. A finite element model was constructed by MIDAS/GTS Software based on Hoek-Brown Criterion. According to different geo-mecha...
Study on Safety Design Methods of Parallel Support Systems for Deep Foundation Excavation
XIE Gaojian, XIAO Zhaoran, ZHANG Wencui, LI Zhiqiang
2023, 53(4): 136-140. doi: 10.13204/j.gyjzG22062002
Abstract:
In order to solve the problem of service safety of parallel support systems in deep foundation excavation, the failure mode of concrete supports in parallel support systems in deep excavation engineering was analyzed. Taking the deep excavation proje...
Analysis of Influence of Inclination Angles of Walls on Structure of Modular Earth-Reinforced Retaining Walls
LOU Huafeng, LIU Ze, LIU Huan, CHEN Jianrong, HUANG Zhenhua
2023, 53(4): 141-147. doi: 10.13204/j.gyjzG22050701
Abstract:
The numerical model of earth-reinforced retaining walls was constructed by FLAC3D, and on the basis of verifying the effectiveness of the model, by adjusting inclination angles of walls, the influence of inclination angles of walls on the lateral def...
Experimental Research on Compression-Shear Bearing Capacity of Concrete Exposed Aggregate Treated Bond Surfaces
JIANG Guoyong, HUANG Xuanming, ZHANG Xinjiang, WANG Jingxian, ZHANG Ning
2023, 53(4): 148-153,61. doi: 10.13204/j.gyjzG22082207
Abstract:
In order to study the effect of exposed aggregate treatment on the compression-shear bearing capacity of concrete specimens, 120 specimens with exposed aggregate treatment on the joint surface and 30 whole cast specimens were designed. Based on the l...
Research on Effect of Polymer Repair Agent on Self-Healing Performance of Concrete Cracks Based on Different Humidity Environments
SHI Baocun, CHEN Jingya, ZHU Runyu, SUN Rui, WANG Fangwei
2023, 53(4): 154-160,172. doi: 10.13204/j.gyjzG22063018
Abstract:
The damage deterioration law and crack repair mechanism of concrete under different humidity environments were systematically studied by the changes of apparent morphological characteristics, gas permeability, moisture transport and compressive stren...
Effects of Marine Environment on Water Diffusion and Interlaminar Shear Strength of Carbon-Glass Hybrid-Fiber Reinforced Polymer Bars
PAN Yunfeng, SHI Jiajun, YU Yixun, XIAN Guijun
2023, 53(4): 161-172. doi: 10.13204/j.gyjzG21062705
Abstract:
To promote the durability of glass fiber reinforced ploymer (GFRP) bars, a thin layer of carbon fiber reinforced polymer was wrapped around the internal GFRP bars. The effects of distilled water, strong alkali solution, alkalescent solution, and sali...
Dynamic Compression Mechanical Characteristics and Energy Dissipation Law of Basalt Fiber Reinforced Concrete Under Different Curing Conditions
WANG Dapeng, WU Kai
2023, 53(4): 173-179. doi: 10.13204/j.gyjzG22082212
Abstract:
In order to explore the effect of curing conditions on the mechanical properties of basalt fiber reinforced concrete under impact load, the dynamic uniaxial compression tests of basalt fiber reinforced concrete with different curing ages (1,3,7,14,28...
Application and Circled Layer Scene Construction of Digital Twin Technology from Coupling Perspective of "City-Building-People"
WU Ying, LI Aiqun
2023, 53(4): 180-189. doi: 10.13204/j.gyjzG23012403
Abstract:
Supported by primary theoretical developments that all things generate numbers and numbers generate all things, digital twin combines multi-level spatio-temporal development of cities, buildings, and individuals into an iterative coupled combination ...
Advances in 3D Printing Raw Soil Construction Technology
SHI Qingxuan, HUO Jian, WU Xikai, TAO Yi
2023, 53(4): 190-198. doi: 10.13204/j.gyjzG22042612
Abstract:
The potential construction advantages of 3D printing technology are of great significance to promote the building industrialization, and its application to raw soil construction is one of the focuses of attention and research at home and abroad. Firs...
Design of Qiseshan Quarry Garden and Its Tourist Centre
LI Yongzheng, LI Qizhi, CUI Zhenmei
2023, 53(4): 199-203. doi: 10.13204/j.gyjzG21123004
Abstract:
With the depletion of mineral resources and industrial upgrading and transformation, mining derelict lands have emerged in large numbers and gradually come into public view. In order to make full use of the derelict lands, turn waste into treasure, a...