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. 8

Display Method:
Analysis of Wind-Induced Response of a 500 kV Long-Span Transmission Tower-Line System Crossing the Yangtze River
LUO Kerong, YU Liang, SHU Ganping, LI Buhui, NING Shuaipeng
2022, 52(8): 1-8. doi: 10.13204/j.gyjzG21121615
Abstract:
The long-span transmission tower-line system combines the characteristics of long-span, towering and flexibility, which is extremely sensitive to wind loads. Due to the coupling of the transmission wires, insulators and the spanning tower, its dynami...
Wind Tunnel Study on Precise Drag Coefficients of UHVDC Transmission Towers
ZHONG Weijun, XU Haiwei, YAO Jianfeng, LOU Wenjuan, GUO Gaopeng
2022, 52(8): 9-15. doi: 10.13204/j.gyjzG20101801
Abstract:
In order to study the wind drag coefficients on main rods and whole structure of an angle-steel transmission tower, high frequency force balance test was carried out to obtain drag force coefficients of main rods of the cross arm and tower body under...
Calculation Method of Wind Loads Acting on Transmission Towers Based on Drag Coefficients of Single Members
YANG Fengli, SHAO Shuai
2022, 52(8): 16-21. doi: 10.13204/j.gyjzG21081101
Abstract:
By considering the included angle between the front face of tower segments and the vertical plane, a refined JEC calculation method of wind loads acting on the frontal face and the segment of transmission towers based on the drag coefficients of sing...
Comparison on Wind-Resistant Design of Transmission Towers by Allowable Stress Method and Limit State Method
YANG Fengli, SHAO Shuai
2022, 52(8): 22-27,63. doi: 10.13204/j.gyjzG22011111
Abstract:
There are still many in-service 77/78 series transmission towers designed by the allowable stress method in the strong wind area. The power grid operation departments need to gradually carry out reinforcement and retrofit according to the applicable ...
Drag Coefficients of Elevator Shaft of Ultra-High Long-Span Transmission Tower with Height of 385 Meters
LI Buhui, NING Shuaipeng, ZHAO Yingneng, XUE Zhengyuan, SHEN Guohui
2022, 52(8): 28-33,118. doi: 10.13204/j.gyjzG22011304
Abstract:
Wind tunnel tests were conducted on sectional models and whole tower models to obtain the wind loading on the elevator shaft of long-span transmission towers. The influence of climbing ladders and interference of tower body on the drag coefficient of...
Research on Cast Steel Joints Used in a 385-Meter Super Long-Span Transmission Tower Crossing the Yangtze River
SHU Ganping, LUO Kerong, WANG Zhangxuan, ZHU Jiao, YU Liang, MO Ze, NING Shuaipeng
2022, 52(8): 34-40,47. doi: 10.13204/j.gyjzG22030222
Abstract:
In view of the characteristics of many member intersections, complex spatial relations and special load conditions at the connection joint of cross arm and main rods in a 385-meter super long-span transmission tower crossing the Yangtze River, which ...
Finite Element Parametric Analysis on Bearing Capacity of Main Member Steel Angles of Transmission Tower Reinforced by Box-Shaped Section Method
LI Yanli, SHI Lei, WU Zhenyu, WANG Zilong
2022, 52(8): 41-47. doi: 10.13204/j.gyjzG20121307
Abstract:
Reinforcing method, to constitute the box-shaped section by the angel of the transmission tower and the strengthening angle of the same size, was presented in the paper. In order to study the effect of every parameters on the bearing capacity of rein...
Research on Wind Resistant Reinforcement of In-Plane Cables of Transmission Line Tower and Influence of Design Parameters
CAO Meigen, ZHANG Ruoyu, ZHU Yunxiang, WANG Yu, KONG Fanfang, PAN Yiwei
2022, 52(8): 48-56.
Abstract:
Combined with the structural characteristics, wind-induced response characteristics and load characteristics of transmission tower, a wind resistant reinforcement technique and design method of in-plane cable of self-supporting transmission tower wer...
Nonlinear Damage Identification of Transmission Towers Based on AR/ARCH Model Conversion Distance and Its Experimental Research
FENG Heng, GAO Bin, GUO Huiyong
2022, 52(8): 57-63. doi: 10.13204/j.gyjzG21071316
Abstract:
The safety of engineering steel structures such as transmission towers is often affected by cracks and other damages. Such damages often exhibit nonlinear characteristics of variable stiffness in structural vibration. In order to solve this kind of n...
A New Construction and Erection Technique for Transmission Towers Based on Finite Element Model and Computer Vision
LIU Liang, ZHAO Jun, ZHU Jiao, LI Ximin, SHEN Wentao, ZHANG Renqiang, LIN Dongyang, DAI Ruzhang, YU Peng, CHEN Bin
2022, 52(8): 64-70,90. doi: 10.13204/j.gyjzG22042602
Abstract:
With the background of the construction of the transmission tower crossing the Yangtze River of Jiangsu Fengcheng-Meili 500 kV line, a set of construction and erection techniques for transmission towers based on finite element simulation and field me...
Research on Spatial Characteristics of Floor Area Ratio in Shenyang Based on Multi-Source Data
GUO Yiyang, LEI Guoping, ZHANG Luyang, LU Zhong
2022, 52(8): 71-77,15. doi: 10.13204/j.gyjzG21091804
Abstract:
Floor area ratio (FAR) is the core index to reflect the intensity of land development, which can be used as the measurement index of urban spatial structure and form. The spatial difference analysis of FAR is of great significance to the research on ...
Comparisons of Chi Chu Art Museum and Zhangyan Cultural Center Against the Background of Rural Revitalization
CHU Yanjie, ZHAO Jun
2022, 52(8): 78-84,126. doi: 10.13204/j.gyjzG21081017
Abstract:
The co-existence between excellent experimental buildings and the surroundings is one of important engines for promoting regeneration of new functions of the cultural heritage and the prosperity of cultural tourism economy, as well as an important bo...
Industrial Process Conservation and Display Utilization Strategies for Industrial Heritage Based on Industrial Archaeology
WANG Junqi, HA Jing, MA Yi
2022, 52(8): 85-90. doi: 10.13204/j.gyjzG21123009
Abstract:
As the first high-voltage switch factory in China, Shenyang high-voltage switch factory is the most complete historical area of industrial heritage in Shenyang at present. Its industrial process reflects the national advanced high-voltage switch prod...
Concept and Architectural Strategies of Partitioned Epidemic Control in Hub-Airport Terminals
LI Xin, CHENG Hui, LIU Jiaping, ZHAO Yuanchao
2022, 52(8): 91-96,151. doi: 10.13204/j.gyjzG21111718
Abstract:
The COVID-19 has a huge impact and caused significant human and economic losses. Hub-airport terminals play an important role in epidemic prevention and control but are not conducive to the response, because of the lack of architectural theories and ...
Research on Restoring Force Model of Freeze-Thaw Damaged Reinforced Concrete Columns
WANG Yan, XU Shanhua, LI Anbang
2022, 52(8): 97-102. doi: 10.13204/j.gyjzG21101322
Abstract:
In order to study the seismic performance of existing reinforced concrete structures in cold and seismic regions, the results of the quasi-static tests of eight reinforced concrete columns subjected to freezing-thawing cycles were analyzed. Consideri...
Experimental Research on Fatigue Performance of Prestressed Ceramsite Concrete Composite Beams
LI Pengfei, FENG Chuxiang, ZHU Chengfeng, XIAO Ziqiang, HE Zhimin, WANG Jianmin
2022, 52(8): 103-110. doi: 10.13204/j.gyjzG21092202
Abstract:
In order to study the influence of construction technology on the fatigue performance of pre-stressed composite beams, the constant-amplitude fatigue experiment was carried out.Four pre-stressed ceramsite concrete and ordinary concrete composite beam...
Research on Mechanical Properties of Double-Faced Precast Concrete Superposed Shear Wall with Structural Steel Trusses Under Axial Compression
REN Fan, GU Qian, TAN Yuan, PENG Bo, TIAN Shui, WANG Xiang
2022, 52(8): 111-118. doi: 10.13204/j.gyjzG21123003
Abstract:
By conducting axial compression tests and finite element analysis on three double-faced precast concrete superposed shear wall(DPCW)specimens, the damage patterns, deformation and ultimate bearing capacity of double-faced precast concrete superposed ...
Composite Passive Control of Twin-Tower Structure with Large Chassis Based on Maxwell Model
ZHANG Shangrong, LIU Xinyu, LI Shihao, TAN Jinbao, LYU Huan
2022, 52(8): 119-126. doi: 10.13204/j.gyjzG22022203
Abstract:
The composite passive control scheme of seismic isolation and tower damping was applied to the twin-tower structure with large-chassis, with the total structural vibration energy minimization as the optimal control objective, the stochastic response ...
Experimental Research on Structural Performance of Joints Between Tank Wall and Ring Beam of LNG Concrete Storage Tank
ZHANG Puyang, BAI Yu, LIU Yang, XU Yunlong, DING Hongyan
2022, 52(8): 127-131,174. doi: 10.13204/j.gyjzG21052003
Abstract:
In order to research the stress and seismic performance of joints between the tank wall and ring beam of large-scale liquefied natural gas (LNG) concrete full-capacity storage tanks,a 160 000 m3LNG concretefull-capacity storage tank was used as a pro...
Research on Mechanical Properties of Hemispherical Slide Cable-Strut Joints
ZHAO Xi, LUO Chaoyi, ZHANG Yanxia, WANG Qingbo
2022, 52(8): 132-139. doi: 10.13204/j.gyjzG21112215
Abstract:
The prestressed tension overall structure represented by cable dome and suspended dome is novel and beautiful in appearance and has high structural efficiency.During the tensioning process of cable dome and suspended dome, the friction between the ri...
Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect
YAN Xiaoyu, ZHAO Zhuo, WANG Jin
2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
Abstract:
A three-span continuous rigid framed bridge model with a geometric similarity ratio of 1/10 was designed to carry out the corresponding shaking table tests. In the test, soil-structure interaction was considered. On the basis of the experiment, the f...
Identification of Fatigue Failure Modes of Composite Beams Based on Fatigue Test
YUAN Xigui
2022, 52(8): 147-151. doi: 10.13204/j.gyjzG21070301
Abstract:
In order to promote the application of steel-concrete composite beam in bridge structures and crane beams, the fatigue performance of composite beams has attracted researchers' attention. However, the basis for judging the fatigue failure mode of com...
Experimental Research on Anchorage Performance of Glued-in Threaded Steel Rod in Glubam
SHAN Bo, DAI Shangqi, KONG Yuan, LIN Yuming, ZHANG Mingpeng, HUANG Bin
2022, 52(8): 152-159,8. doi: 10.13204/j.gyjzG22010508
Abstract:
This study focused on improving the connection stiffness of modern bamboo structures. Total twelve groups, each including six identical glubam specimens with glued-in single threaded rod, were tested to failure in the pull-pull configuration. It was ...
A Damage Constitutive Model for Rock Based on Weibull Distribution Under Coupling Action of Temperature and Confining Pressure
CHEN Youliang, XIAO Peng, DU Xi, WANG Suran, R. AZZAM
2022, 52(8): 160-167. doi: 10.13204/j.gyjzG21030203
Abstract:
Based on Lemaitre’s hypothesis theory of strain equivalence, it was assumed that the micro-element strength of rock subjected to thermal-mechanical coupling damage followed the Weibull distribution. Considering the influence of temperature and confin...
Research on Characteristics of Brittleness to Ductility Transition of Stratification in Continental Shale
LI Junrun, YIN Binrui, LIU Junxin, ZHANG Ke, TANG Wei, ZHU Baolong
2022, 52(8): 168-174. doi: 10.13204/j.gyjzG21011102
Abstract:
In view of the problem that the relation between pressure of brittleness to ductility transition on deep shale gas caprock and dip angles of stratification were indefinite, uniaxial and triaxial compression tests of rock were conducted from the persp...
Experimental Study on the Influence of Joint Fillers on the Crack Initiation Strength of Rock Masses
QU Zhihao, HUANG Feng, Zheng Aichen, GAO Xiaoye
2022, 52(8): 175-179. doi: 10.13204/j.gyjzG21062915
Abstract:
Three kinds of materials—cement, mud and gypsum, were used as fillers to fill jointed rock specimens with single crack, and uniaxial compression tests were conducted on the specimens. The analytical expression about initiation strength of crack for c...
Experimental Study on Bearing Characteristics of Underreamed Rock Bolts in Aeolian Sand
DONG Jie, QIAN Ren, ZHANG Shuai, LI Ran
2022, 52(8): 180-186. doi: 10.13204/j.gyjzG21070808
Abstract:
In view of the phenomenon that the bearing capacity of anchor bolts in soil declines due to the large temperature differences between day and night and the geology of soft sand layer in Northwest China, the bearing characteristics of underreamed anch...
Numerical Simulations of Pullout Characteristics and a Calculation Method for Ultimate Pullout Resistance of Denti-Geogrids
HUANG Jian, FANG Wei, SHI Lijun, JIANG Yougen, CHEN Guang
2022, 52(8): 187-193,110. doi: 10.13204/j.gyjzG21060212
Abstract:
Aiming at a new geotechnical reinforcing material—denti-geogrids, pullout tests were simulated by numerical simulations. The accuracy for calculation results of the ultimate pullout resistance for denti-geogrids with a single transverse rib by the fl...
Damping Properties of Rubber Modified Recycled Aggregate Concrete Subjected to Different Damage Degrees
LIANG Chaofeng, FU Yangyan, ZHAO Jiangxia, GAO Yueqing, WANG Chunhui
2022, 52(8): 194-200,146. doi: 10.13204/j.gyjzG21111009
Abstract:
Utilizing recycled rubber particles prepared from waste tires and recycled aggregates crushed from waste concrete is one of the important ways for the sustainable development of building materials. Incorporation of rubber modification significantly a...
Comparative Study on Relevant Properties of Cementitious Repairing Grouting Material and Rebar Sleeve Grouting Material
HU Zhigang, LI Wei, WANG Changjun, SONG Taowen, DING Xiaoping, HAN Yudong
2022, 52(8): 201-207. doi: 10.13204/j.gyjzG22030604
Abstract:
The rebar sleeve grouting connection is often incompletely filled due to unsatisfactory fluidity of grouting material, which needs to be repaired properly. To improve the workability and quality of the grouting repairing construction, a cementitious ...
Expression for the Spirit of Place in Architectural Design of Anshun Vocational and Technical College Library in Guizhou
ZHANG Yu, SHU Bo, WANG Xingguo
2022, 52(8): 208-214,139. doi: 10.13204/j.gyjzG21033001
Abstract:
Based on the understanding of the connotation of library, it is the dissemination of knowledge for people, the symbol of culture for regions, and the expression of civilization for times. Therefore, the construction of library needs to answer the que...
Design of Overrun High-Rise Structure of Kunming China Railway Building Project
WANG Xiaodong, WANG Bin, SONG Baocang, WANG Dongfang, LIU Minghui
2022, 52(8): 215-221,186. doi: 10.13204/j.gyjzG21111814
Abstract:
The height of Kunming China Railway building project is 226 m, and the seismic fortification intensity is 8 degrees. The structure has some problems of exceeding codes limits, such as irregular torsion, eccentric layout, discontinuity floor slabs, in...