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

2020 Vol. 50, No. 5

Display Method:
THE SPATIAL CHARACTERISTICS ANALYSIS OF ANCIENT TOWNS FOR SHENHOU TOWN INDEPENDENT INDUSTRY
CHEN Jing, YANG Li, HAO Xinyi
2020, 50(5): 1-7. doi: 10.13204/j.gyjz202005001
Abstract:
Shenhou is a typical representative of the ancient town of central plains,and riching in Jun porcelain. The paper analyzed the spatial characteristics of the ancient town of Shenhou, and the continuous evolution of the ancient town along with the dev...
STUDY ON THE SPATIAL FORM OF SILO-CAVE VILLAGE IN THE WEST OF HENAN
CHEN Jing, HAO Xinyi, YANG Li
2020, 50(5): 8-12. doi: 10.13204/j.gyjz202005002
Abstract:
This paper focused on the deep research of the spatial form features and cultural connotations of the silo-cave village in Shanzhou District, Sanmenxia City. Taking Liusi Village as an example, the formation and development, spatial pattern and forma...
RESEARCH ON REUSE OF SPACE ADAPTABILITY OF LINEAR INDUSTRIAL HERITAGE OF FUSHUN ELECTRIC RAILWAY LINE
WANG Yongshuai, HA Jing
2020, 50(5): 13-17,93. doi: 10.13204/j.gyjz202005003
Abstract:
Fushun Electric Railway, as an unexcavated and idle linear railway industrial heritage, is the first light rail transit built in modern China. Based on the analysis of the important value of Fushun Electric Railway industry heritage, different transf...
DIRECT SHEAR TEST OF BEAM-COLUMN JOINTS OF PRESTRESSED PREFABRICATED MONOLITHIC CONCRETE FRAME
HUANG Sibai, LI Dongbin, LI Weilong
2020, 50(5): 18-23. doi: 10.13204/j.gyjz202005004
Abstract:
In order to study the shear bearing mechanism of the beam-column interface of the pre-stressed prefabricated monolithic concrete frame, the provisions of the friction coefficient in the domestic and foreign codes were summarized and analyzed. Through...
QUASI-STATIC TEST AND NUMERICAL ANALYSIS OF PREFABRICATED SHEAR WALL WITH VERTICAL CONNECTIONS OF EMBEDDED STEEL PLATE AND BOLT
YU Haifeng, HAO Mengtian, MA Jiansuo, YU Ke
2020, 50(5): 24-30. doi: 10.13204/j.gyjz202005005
Abstract:
The connection of embedded steel plate and bolt is a new type of vertical connection for prefabricated concrete shear wall. In order to study the seismic behavior, quasi-static test was conducted on two shear walls with vertical connection and stirru...
RESEARCH ON CONNECTION TECHNIQUE FOR BIDIRECTIONAL COMPOSITE FLOOR SLABS WITHOUT GAP
CHEN Yihu, LU Dan, ZHANG Min, SUN Houwei, XIE Guangxin
2020, 50(5): 31-35. doi: 10.13204/j.gyjz202005006
Abstract:
A new type of connection technique for bidirectional composite floor slabs without gap was proposed. Full-scale tests on the construction of slabs' joints were carried out, and compared with cast-in-place slab. The mechanical properties of the new ty...
EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF PREFABRICATED INVISIBLE BEAMS AND FLOORS AT THE CONSTRUCTION STAGE
LIU Xuechun, QIANG Shen, DENG Yuping, GAO Jiawei, CUI Fuyuan
2020, 50(5): 36-43. doi: 10.13204/j.gyjz202005007
Abstract:
A new type of floor slab applied to prefabricated steel structures was proposed in the paper. The lower floor is the structural floor and the upper floor is the building floor. The building floor is poured at the decoration stage, and the structural ...
EFFECT OF REINFORCEMENT RATIO ON PUNCHING CAPACITY OF REINFORCED CONCRETE BRIDGE DECK
LI Zhaopeng, MAO Mingjie, YANG Qiuning
2020, 50(5): 44-51,176. doi: 10.13204/j.gyjz202005008
Abstract:
In order to study the influence of different reinforcement ratios on the bearing capacity of reinforced concrete bridge deck, eight reinforced concrete bridge deck models with different reinforcement ratios were established by numerical simulation on...
RESEARCH ON THE WIND-LOAD SHAPE COEFFICIENT OF THE CRESCENT-SHAPED ROOF
YU Jinghai, ZHAO Yuyang, JIANG Zhiyu, HAN Fengqing, LI Luchuan
2020, 50(5): 52-57. doi: 10.13204/j.gyjz202005009
Abstract:
Based on ANSYS Fluent software platform,the SST k-w turbulence model was used to calculate and analyze the wind-load shape coefficient of the crescent-shaped cantilevered roof. In order to verify the reliability of numerical simulation, the simulatio...
EXPERIMENTAL STUDY OF DYNAMIC CHARACTERISTICS OF SAND WITH FINE GRAINS UNDER WAVE LOAD
ZHOU Ying, CAI Youqing, ZHU Zhihui
2020, 50(5): 58-65,30. doi: 10.13204/j.gyjz202005010
Abstract:
The dynamic characteristics of saturated sand with fine grains were studied by hollow cylinder apparatus torsional shear test. The test results showed that the liquefaction cycles for sands under wave load by hollow cylinder torsional shear test were...
THE SAFETY MONITORING AND PROGNOSTIC SYSTEM OF SLOPE BASED ON PHM
HUANG Ming, LIU Jun
2020, 50(5): 66-70,43. doi: 10.13204/j.gyjz202005011
Abstract:
In order to quantitatively recognize the operation state of a slope and predict its risk of instability, based on the theory of Prognostic and Health Management (PHM), the framework of slope PHM system was studied considering the monitoring situation...
IN-SITU TEST RESEARCH ON UPLIFT BEARING CAPACITY OF SCREWANCHOR IN SOFT GROUND OF MIRE AREA
CHEN Bin, ZHU Zhaoqing, FENG Bing, LI Panfeng, DING Shijun
2020, 50(5): 71-74,132. doi: 10.13204/j.gyjz202005012
Abstract:
Soft ground is one of common applicable conditions of transmission tower screw anchor foundation. In order to understand the uplift bearing capacity of screw anchor in soft soil, in-situ uplift loading tests of screw anchors with different diameters,...
EXPERIMENTAL RESEARCH ON COMPRESSION PERFORMANCE OF COAL GANGUE SINTERED COMPOSITE INSULATION BLOCK MASONRY
YU Qiubo, SUN Jiaqi, ZENG Xun, QIN Kongyuan
2020, 50(5): 75-80. doi: 10.13204/j.gyjz202005013
Abstract:
Coal gangue sintered composite insulation block is a kind of energy-saving wall material, which has the advantages of light weight, high strength and good insulation performance. In order to study the compression performance of coal gangue sintered c...
EFFECTS OF DESERT SAND REPLACEMENT RATE AND FLY ASH CONTENT ON THE COMPRESSIVE STRENGTH OF CONCRETE UNDER LOW TEMPERATURE
MA Yingchang, LIU Haifeng, ZHANG Minghu
2020, 50(5): 81-87,80. doi: 10.13204/j.gyjz202005014
Abstract:
In order to study the effects of desert sand replacement rate and fly ash content on the compressive strength of concrete under low temperature, the compressive strength tests of concrete with desert sand, fly ash, the mixture of desert sand and fly ...
RESEARCH ON THE INFLUENCE OF QUALITY OF MANUFACTURED TUFF SAND ON CONCRETE PERFORMANCE
LAI Yongchao, LIU Dunwen, HUANG Lijun, WANG Shitong
2020, 50(5): 88-93. doi: 10.13204/j.gyjz202005015
Abstract:
In view of the fluctuation of the quality of tuff manufactured sand in Taizhou area, Zhejiang,the influence of tuff manufactured sand on the performance of concrete was explored. The effects of different batches of manufactured tuff sand, manufacture...
DEVELOPMENT OF TESTING AND EVALUATION OF JG/T 160-2017 MECHANICAL ANCHORS FOR USE IN CONCRETE STRUCTURE
LI Ying, YANG Bo, WANG Qin, XIONG Zhaohui
2020, 50(5): 102-108. doi: 10.13204/j.gyjz202005017
Abstract:
Mechanical anchors have been widely used in existing building retrofitting and new steel-concrete composite structure construction. The safety of structure is directly influenced by the performance of anchors. JG/T 160-2017 Mechanical Anchors for Use...
EXPERIMENT RESEARCH ON LARGE-SCALE DIAGRID TUBE UNDER CIRCULAR MULTIPOINT LOADING
WANG Haishan, ZHANG Ke, ZHANG Youhao, ZHU Jingshen, ZHU Boli, GUO Yanlin
2020, 50(5): 109-113,202. doi: 10.13204/j.gyjz202005018
Abstract:
Diagrid tube has significant advantages in vertical and lateral horizontal load-bearing capacities. It is characterized by large lateral stiffness and high overall stability, and has been currently widely used in practical engineering. Several hyperb...
ANALYSIS ON WIND VIBRATION RESPONSE AND DAMPING VIBRATION REDUCTION OF LONG-SPAN GRID STRUCTURES
HAN Miao, LI Shuangchi, DU Hongkai, LI Wanjun, HAN Rong
2020, 50(5): 114-120. doi: 10.13204/j.gyjz202005019
Abstract:
A rigid structure model of long-span flat roof with overhanging eaves was designed and tested in wind tunnel. The average wind pressure and fluctuating wind pressure coefficients of the measured points on the surface of the model roof were obtained. ...
EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF STAINLESS STEEL-ALUMINUM ALLOY BOLT-BALL JOINT SYSTEM
WANG Xingzhong, LI Feng, ZHU Ruijie
2020, 50(5): 121-125,170. doi: 10.13204/j.gyjz202005020
Abstract:
In order to realize the corrosion resistance of composite-aluminum space truss structure, the aluminum-alloy bolt-ball joint system is used. Considering that the high-strength bolts are the key points of joints, this paper adopt high-strength stainle...
EXPERIMENTAL RESEARCH ON PERFORMANCE OF CASTELLATED COMPOSITE BEAMS AT HIGH TEMPERATURE
JIA Lianguang, JIAO Yuming, BI Ran, ZHANG Xu
2020, 50(5): 126-132. doi: 10.13204/j.gyjz202005021
Abstract:
In order to study the fire resistance of castellated composite beams, the fire resistance tests of castellated composite beams and composite beams were carried out. The performance of castellated composite beams at high temperature was studied. The e...
EXPERIMENTAL INVESTIGATION AND FINITE ELEMENT ANALYSIS ON FRACTURE PERFORMANCE OF COVER PLATE REINFORCED JOINT
LIU Yun, WU Tianxiang, JIAO Shenglun, ZHANG Wenjing, CAO Ruize, WANG Yang
2020, 50(5): 133-138. doi: 10.13204/j.gyjz202005022
Abstract:
To study the properties of fracturing at the weld of cover plate reinforced joint, 3 local specimens of cover plate reinforce connection were tested under uniaxial tensile loading and analyzed by finite element model. The influence of thickness of co...
INFLUENCE OF STIFFENING PLATE ON THE STATIC MECHANICAL BEHAVIOR OF SQUARE TUBE SHEAR-RESISTANT CONNECTOR
YU Lanlan, BAI Zhiqiang, WEI Yanhui, CHEN Jing, MA Kejian
2020, 50(5): 139-144,120. doi: 10.13204/j.gyjz202005023
Abstract:
The connection of square tube shear connector and H-shaped steel rib has been used in steel-concrete composite open-web sandwich plate recently. In order to study the mechanical properties of connection area, two full-scale specimens were manufacture...
FIRE RESISTANCE ANALYSIS OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMNS
YU Jinghai, ZHAO Siyu, YAN Mingting, LI Luchuan, YAN Xiangyu
2020, 50(5): 145-150,192. doi: 10.13204/j.gyjz202005024
Abstract:
The finite element analysis model of concrete-filled square steel tubular (CFST) composite columns was established by using the sequential thermo-mechanical coupling analysis method and ABAQUS finite element software, and its reliability was verified...
RESEARCH ON HYSTERETIC BEHAVIOR OF ROTATIONAL FRICTION DAMPER
YANG Xiaoqi, WANG Yan, ZHANG Haibin, MA Liwei
2020, 50(5): 151-157,108. doi: 10.13204/j.gyjz202005025
Abstract:
In order to study the hysteretic behavior of the rotational friction damper under static cyclic loading, the quasi-static test of six rotational friction dampers was carried out. The working mechanism, hysteresis performance, energy dissipation capac...
MODELLING ANALYSIS AND ITS PROBLEMS OF HYBRID STRUCTURE COMPOSED OF SPACE TRUSS AND CONCRETE
YU Yanlei
2020, 50(5): 158-164,138. doi: 10.13204/j.gyjz202005026
Abstract:
There are two modelling analysis methods for hybrid structure composed of space truss and concrete, one method is that the space truss and concrete supporting structure are considered separately, another method is collaborative modelling of the space...
EXPERIMENTAL RESEARCH ON IMPACT COMPRESSION PERFORMANCE OF BASALT FIBER REINFORCED CEMENTITIOUS COMPOSITES
ZHANG Na, ZHOU Jian, XU Mingfeng, LI Hui
2020, 50(5): 165-170. doi: 10.13204/j.gyjz202005027
Abstract:
In order to study the dynamic compression mechanical properties of basalt fiber reinforced cementitious composites (BFRCC), different strain rates were applied to three different fiber content BFRCC specimens by using ϕ 50 mm Split Hopkinson Pressure...
EXPERIMENTAL STUDY ON PRESTRESSED CFRP FLEXURAL METHOD OF RC BEAM BASED ON EARLY WARNING THEORY
GUO Rong, ZHANG Jingchun, PENG Zhihui, WANG Minghao, DU Lifeng, ZHAO Shaowei, GENG Jun
2020, 50(5): 171-176. doi: 10.13204/j.gyjz202005028
Abstract:
Aiming at the problem that the ductility of the prestressed CFRP strengthened members is obviously reduced, the safety reserve is insufficient, and there is no obvious omen before the damage, a prestressed CFRP bending reinforcement design method bas...
THE DESIGN OF LONG-SPAN CURVED SURFACE CURTAIN WALL STEEL STRUCTURE OF SHANGHAI INTERNATIONAL AVIATION SERVICE CENTER
ZHOU Yiyi, SHU Zhan, ZHOU Qiang, SHEN Wei, WANG Jin
2020, 50(5): 177-185. doi: 10.13204/j.gyjz202005029
Abstract:
The design of long-span curved surface structure is the difficulty of spatial structure. Especially in the curtain wall design, the connection with the main structure needs to be considered, and there are few cases. The paper described the steel stru...
INSTALLATION TECHNIQUE OF SUPER LARGE FREE-FORM SURFACE ROOF SYSTEM
WEN Changjuan, PENG Dekun, ZHU Fadong, LI Kun, CHENG Jun, SHU Bo, XU Yong, TANG Hongyuan, WANG Xudong
2020, 50(5): 186-192. doi: 10.13204/j.gyjz202005030
Abstract:
The roof system of the four pavilions and one center project in Nanchong needs to create a cultural impression of the silk capital and show the curved shape of "butterfly flying", it brings many challenges to the construction of the roof which is dif...
DISPOSE AND ITS CRITERION OF WASTE SEALED SOURCES OVERSEAS
ZHOU Zhaoyu, LI Yuxi, HOU Wei, WANG Xuhong, YANG Qiuyu, LYU Tao, YIN Yue, LIU Xingwei, LI Xingyu
2020, 50(5): 193-197,57. doi: 10.13204/j.gyjz202005031
Abstract:
As a special radioactive waste, there is no corresponding standards or technical specifications on the safe disposal of waste sealed sources in China up to now. According to the present situation of waste sealed sources in China, most of them are low...
THE OVERVIEW OF THE ACTIVATION AND UTILIZATION OF WESTERN RAILWAY HERITAGE
CHEN Li
2020, 50(5): 198-202. doi: 10.13204/j.gyjz202005032
Abstract:
Railway heritage is a complex industrial heritage with many important values. The activation and utilization of railway heritage in Western countries began in the United Kingdom in the 1970s, and has since been widespread in Europe and the United Sta...