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. 10

Display Method:
ANALYSIS AND DESIGN OF REINFORCED CONCRETE STUB COLUMNS WITH REBAR HRB635 UNDER AXIAL COMPRESSION
CUI Yubo, WANG Jingfeng, SHEN Qihan, DING Zhaodong, LI Zhipeng
2020, 50(10): 1-10. doi: 10.13204/j.gyjzG20062707
Abstract:
In order to explore the performances and mechanisms of reinforced concrete stub columns with hot-rolled high-strength rebars of 635 MPa under axial compression, a finite element analysis model of reinforced concrete stub columns with hot-rolled rebar...
EXPERIMENTAL AND STUDY ON ECCENTRIC COMPRESSIVE PERFORMANCES OF REINFORCED CONCRETE COLUMNS WITH REBAR HRB635
CUI Yubo, WANG Jingfeng, SHEN Qihan, DING Zhaodong, SHAO Xingqiao
2020, 50(10): 11-19. doi: 10.13204/j.gyjzG20021905
Abstract:
Hot-rolled ribbed steel bars of 635 MPa are a new high-strength metal material produced by hot rolling and micro-alloying processes. Compared with heat-treated and cold-rolled high-strength steel bars, they have significant advantages of high strengt...
EXPERIMENTAL STUDY ON FLEXURAL PROPERTIES OF REINFORCED CONCRETE BEAMS WITH REBAR HRB600 UNDER SERVICE CONDITIONS
WANG Xinling, BAI Yan, ZHU Juntao
2020, 50(10): 20-25. doi: 10.13204/j.gyjz201904280010
Abstract:
In order to explore the applicability of rebar HRB600 for concrete flexural members under normal service conditions, five reinforced concrete beams with rebar HRB600 and different reinforcement ratios, rebar diameters and reinforcement methods were d...
RESEARCH ON BONDING PROPERTIES OF HIGH-STRENGTH CONCRETE WITH REBAR HRB600 UNDER STABLE CORROSION RATES
GUO Yanhong, YU Bentian, WANG Gongsheng, SUN Wen
2020, 50(10): 26-31,68. doi: 10.13204/j.gyjzG20011902
Abstract:
Corrosion of steel is an important factor affecting the bonding properties of steel and concrete. In order to explore the bonding properties of reinforced concrete with rebar HRB600 under stable corrosion rates, the pull-out tests were carried out on...
A OPTIMAL METHOD OF URBAN GAS STATIONS BASED ON THE DISTANCE ATTENUATION THEORY AND ITS PRACTICE
LIU Yan, XIU Xuehua
2020, 50(10): 32-38. doi: 10.13204/j.gyjzG20070703
Abstract:
Gas stations as parts of the urban infrastructure are the basis for the normal operation of social economy. They are also signs of the development of urban modernization. The quantitative analysis of the service capacity and service area for a gas st...
DESIGN STRATEGIES OF SUPER-HIGH-RISE BUILDING COMPLEXES INTEGRATED WITH HIGH-DENSITY BLOCKS
ZHANG Xinran
2020, 50(10): 39-42,48. doi: 10.13204/j.gyjzG20051704
Abstract:
Urban high-density development is not equal to high volume-ratio development, super high-rise building complexes are not simply a function of space superposition. Under the guidance of planning concept of "small blocks, dense road network", the overa...
VALUE ASSESSMENT OF REGENERATION FOR FENGLEI INSTRUMENT FACTORY FROM THE PERSPECTIVE ON SUSTAINABLE DEVELOPMENT
LI Qin, LIU Yijun, YU Xiaoqian, DI Wei
2020, 50(10): 43-48. doi: 10.13204/j.gyjzG20021906
Abstract:
With the continuous promotion of sustainable development strategies and the concept of urban ecological civilization construction, the requirements for the regeneration and reconstruction project for old factory areas were constantly improved.Through...
EXPERIMENTAL AND NUMERICAL SIMULATION STUDY ON THERMAL PERFORMANCES OF A NEW TYPE OF ASSEMBLED WOOD-STRUCTURE WALLBOARDS
ZHAO Xiping, AI Shan, LIANG Feihe, HAO Jiping
2020, 50(10): 49-56. doi: 10.13204/j.gyjzG20042403
Abstract:
In the paper, a new fabricated wood-structure wallboard-dovetail-mortise-and-tenon joint wood-structure wallboard, was presented. In order to explore thermal performances of wood structure wallboards, 5 kinds of wallboard specimens were fabricated, a...
EXPERIMENT STUDY ON SHEAR PROPERTIES OF RC BEAMS UNDER HIGH TEMPERATURE
YANG Zhinian, Qi Jianquan, DUAN Kaida, YAN Jianji, SUN Xingwei, WANG Xingguo
2020, 50(10): 57-62. doi: 10.13204/j.gyjz201908060008
Abstract:
Eight full-scale reinforced concrete (RC) beams were tested for fire resistance. The effect of boundary conditions, shear span to effective depth ratios, stirrup spacings on shear properties of beams at high temperature was analyzed. The thermal fiel...
STUDY OF A NEW MONOLITHIC STRUCTURE JOINT OF LONG-SPAN COMPOSITE PRESTRESSED CONCRETE FLOOR SLABS
LIAO Zhiqiang, CHEN Fuliang, LIAO Zhenying, YU Dayou, LI Junjie
2020, 50(10): 63-68. doi: 10.13204/j.gyjzG20061211
Abstract:
There is a current research hotspot on performances of monolithic structure joints composite prestressed concrete slabs. A new monolithic structure joint of composite prestressed concrete slab was proposed, in which the rebars of the prefabricated pa...
ACCUMULATIVE DAMAGE TESTS OF FATIGUE FOR INTERCITY RAIL VIADUCTS UNDER DYNAMIC ACTION OF TRAIN IMPACT
ZHOU Hongyu, MA Quanzhou, ZHAO Xiaohua, YUAN Hui
2020, 50(10): 69-75. doi: 10.13204/j.gyjz201906280002
Abstract:
In order to study the accumulative damage evolution law of fatigue for viaducts under impact dynamic response of trains, the 32-meter prestressed-concrete box girder of the Beijing-Tianjin Intercity High-Speed Railway was taken as a prototype to desi...
ANALYSIS ON VEHICLE-BRIDGE-COUPLING VIBRATION OF A NEW TYPE OF CABLE-GRIDER EMERGENCY BRIDGES
YANG Lei, SHAO Fei, JIANG Kebin
2020, 50(10): 76-86,93. doi: 10.13204/j.gyjzGYJZ201805160003
Abstract:
In view of light weight and small stiffness of the new type of cable-grider emergency bridges, vehicle-bridge coupling vibration is worth studying. The vibration differential equations of the vehicle-bridge system were established by the dynamic equi...
A CALCULATION METHOD FOR BEARING CAPACITY OF FOUNDATION UNDER DEEPLY EXCAVATED OR HIGH FILLED SLOPES
SONG Erxiang, LI Xianjie, FU Hao
2020, 50(10): 87-93. doi: 10.13204/j.gyjzG20062004
Abstract:
With regard to foundation bearing capacity evaluation related to the basal stability of deep excavation and high filled steep slopes, the weak points of the methods in current engineering practice were discussed, and then an improved calculation meth...
RESEARCH ON FAILURE MECHANISMS OF EMBANKMENTS REINFORCED WITH RIGID PILES UNDER THE ACTION OF SEISMIC LOADS
DIAO Yu, YANG Chao, XUE Cheng, ZHAO Yubo, DU Yiming
2020, 50(10): 94-100,10. doi: 10.13204/j.gyjzG20031005
Abstract:
It's more prone to bending damage for the embankment supported with rigid pile composite foundation in soft soil areas under the action of seismic loads, even leading to serious damage and other serious consequences. The pile-soil interaction and the...
SHEAR-SEEPAGE-COUPLING CHARACTERISTICS OF ROCK DISCONTINUITY IN SERRATED INTERFACES
ZHU Ruijuan, GU Linlin
2020, 50(10): 101-105. doi: 10.13204/j.gyjzG19121607
Abstract:
The discontinuity is an important characteristic of engineering rock mass, and the seepage characteristic is generally an important factor affecting its stability. In order to further study the seepage characteristic of rock discontinuity, the interf...
RESEARCH ON CREEP CHARACTERISTICS OF ROCK-LIKE MATERIALS UNDER FREEZE-THAW CYCLES
WU Yang, HE Qiangqiang, WANG Yongyan
2020, 50(10): 106-110,62. doi: 10.13204/j.gyjzG20010110
Abstract:
The creep model described rock materials under freeze-thaw cycles was established in the light of shale in tunnels of the western cold region. And the rock-like material specimens made of cement, sand and fly ash were cast, and after different freezi...
STUDY ON UNIAXIAL DYNAMIC COMPRESSIVE MECHANICAL PROPERTIES OF FREEZE-THAW DETERIORATED CONCRETE IN FROZEN CONDITIONS
LIU Changyong, WANG Qianfeng, HOU Chunping, XIAO Shuluan, WU Cong
2020, 50(10): 111-116,121. doi: 10.13204/j.gyjzG19102507
Abstract:
To study dynamic mechanical properties of freeze-thaw deteriorated concrete under frozen conditions, uniaxial compressive loading tests at different strain rates (1.0×10-5,1.0×10-4,5.0×10-4,1.0×10-3,5.0×10-3 and 5.0×10-3 s-1) after different freeze-t...
REDOX REACTIONS AND MAIN CARRIERS IN MILL SCALES OF REBARS
WANG Xin, LU Xinying
2020, 50(10): 117-121. doi: 10.13204/j.gyjzG19113018
Abstract:
Raman spectroscopy, XRD, backscattered electronic images and Mott-Schottky plots were used to explore the redox properties and charge transport characteristics in mill scales of rebars in saturated Ca(OH)2 solution. The results showed that mill scale...
EFFECT OF DIFFERENT FIBERS ON FROST RESISTANCE OF CONCRETE UNDER MULTIPLE FACTORS
NING Xiliang, WANG Wanping, HAO Shuai, ZHAO Zishun, ZHANG Fashan
2020, 50(10): 122-128. doi: 10.13204/j.gyjzG19110401
Abstract:
In order to study the effect of steel fibers and polypropylene fibers on frost resistance of concrete under different environmental conditions, freeze-thaw media, fiber types, fiber contents and acted loads were chosen as variables. Based on the rapi...
EXPERIMENTAL STUDY ON SPLITTING TENSILE STRENGTH OF CONCRETE REINFORCED BY STEEL FIBERS WITH MULTIPLE HOOKED-ENDS
CHEN Gang, SHI Ming, LI Ruiran, XIAO Xu, BAI Jing
2020, 50(10): 129-132,169. doi: 10.13204/j.gyjzG19111504
Abstract:
Splitting tensile test was conducted on concrete reinforced by 3D steel fibers with single hooked end, as well as 4D and 5D steel fibers with multiple hooked-ends. Then the effects of concrete matrix strength, volume fractions and types of steel fibe...
MECHANICAL PROPERTIES OF LONG-SPAN STEEL BOX GIRDERS UNDER WALKING INCREMENTAL LAUNCHING CONSTRUCTION
HAO Yufeng
2020, 50(10): 133-137. doi: 10.13204/j.gyjzG20042207
Abstract:
The incremental launching construction technique has been widely used in bridge construction due to its low requirements for bridge foundations and construction spaces, and still high construction efficiency, etc. To date the walking incremental laun...
STUDY OF MECHANICAL PROPERTIES OF A TWO-END-LINEAR-TRUSS-STRING STRUCTURE
YANG Dabin, LIU Bin, WEI Ye, LI Xiongyan, WANG Wenjing
2020, 50(10): 138-144. doi: 10.13204/j.gyjz201907310011
Abstract:
A kind of two-end-linear-truss-string structure was studied, and the finite element models of circular-arc truss string structure and two-end-linear-truss-string structure with different end inclination angles were modelled. The difference of interna...
STUDY ON COLLAPSE STATES OF TRANSMISSION TOWERS BY WIND-TUNNEL TESTS OF TOWER-LINE SYSTEMS
LIU Shi, YANG Yi, HUANG Zheng, GAO Qingshui, ZHANG Chu, LI Zhengliang, WANG Zhisong
2020, 50(10): 145-151. doi: 10.13204/j.gyjzGYJZ201907150004
Abstract:
In order to study the coupling mechanism of transmission tower-line systems and explore failure modes and mechanisms of ultimate states, an aeroelastic model of transmission tower-line systems considering ultimate states was designed based on a 220 k...
MECHANICAL PROPERTIES OF HIGH-STRENGTH-CONCRETE-FILLED HIGH-STRENGTH-STEEL SQUARE-TUBE STUB COLUMNS UNDER BIAXIAL ECCENTRIC LOADS
LI Guochang, CAO Wenzheng, YANG Zhijian, FENG Xing, CHEN Bowen
2020, 50(10): 152-159,193. doi: 10.13204/j.gyjzG19111310
Abstract:
An experimental research of 6 high-strength-concrete-filled high-strength-steel square-tube (HCHSST) stub columns subjected to biaxial eccentric loading was performed. The mechanical properties of the members with different eccentricity (0.27 to 0.80...
BEARING CHARACTERISTIC RESEARCH OF COMPOSITE FOAM-CONCRETE WALLS REINFORCED WITH COLD-FORMED THIN-WALL SECTION STEEL
LI Hongxian, LIU Dianzhong, WU Siying
2020, 50(10): 160-169. doi: 10.13204/j.gyjzG20020406
Abstract:
The pseudo-static tests and simulations of six walls with different spacings frames vertical limbs and foam concrete densities PX-1, PX-2, PX-3, PX-4, PX-5 and PX-6 were finished up. The bearing performances of walls under different spacings of vevti...
MECHANICAL PERFORMANCE TESTS AND NUMERICAL SIMULATIONS OF COMPOSITE CONCRETE TWO-WAY SLABS REINFORCED WITH COLD-FORMED THIN-WALL SQUARE STEEL TUBES
LIU Dianzhong, LI Hongxian, YANG Kai
2020, 50(10): 170-179,198. doi: 10.13204/j.gyjzG20020408
Abstract:
In the paper, the three composite concrete two-way slabs of SXB-1, SXB-2, and SXB-3 reinforced with cold-formed thin-wall square steel tubes and with a density of 1 600 kg/m3 of foam concrete were tested and compared by FEM simulations. The failure p...
SEISMIC CHARACTERISTICS OF HYBRID FRP-STEEL-REINFORCED CONCRETEL SHEAR WALLS SUBJECTED TO CYCLIC LOADS
LI Ganggang, ZHAO Jun
2020, 50(10): 180-186,75. doi: 10.13204/j.gyjz201904140005
Abstract:
Shear walls are main lateral resistance members of high-rise and super-high-rise buildings, which are very important to the seismic performances of building structures. The pseudo-static analysis of seven hybrid FRP-steel-reinforced concrete shear wa...
STUDY ON AXIAL COMPRESSION PERFORMANCES OF CONCRETE-ENCASED CONCRETE-FILLED STEEL-TUBE STUB COLUMNS STRENGTHENED WITH EXTERNAL STEEL FRAMES AFTER EXPOSURE TO FIRE
ZHANG Zhengtao, REN Qingxin, REN Debin, YANG Juncai
2020, 50(10): 187-193. doi: 10.13204/j.gyjzG20011609
Abstract:
Based on verification of fimite element analysis results with relevant experiment data, the axial compression properties of concrete-encased concrete-filled steel tubular (CFST) stub columns at room temperatures, post-fire and strengthened with cladd...
ARCHITECTURAL DESIGN OF THE MEMORIAL HALL FOR RED SISTER-IN-LAWS IN YIMEMG AREA IN THE LOCAL CONTEXT
ZHAO Pengfei, WANG Tian, ZHANG Bing, WANG Yanzhen
2020, 50(10): 194-198. doi: 10.13204/j.gyjzG20032905
Abstract:
The locality expressed by Red Buildings of villages can effectively highlight the symbolic meaning and connotative characteristics of Red Cultures.Through analysis and explanation of the on-site design concepts of rural Red Buildings, combined with t...