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. 4

Display Method:
EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF PREFABRICATED HEIGHT ADJUSTABLE REBAR TRUSS COMPOSITE FLOOR
LIU Xuechun, WANG Yue, DENG Yuping
2020, 50(4): 10-18. doi: 10.13204/j.gyjz202004003
Abstract:
Rebar truss composite floor has good mechanical properties, less formwork, and good overall performance and seismic performance, and was widely used in prefabricated steel structures. However, the beams, walls and floors were separately poured into c...
EXPERIMENTAL RESEARCH ON GQFGJX IMPROVED MODULAR EXPANSION DEVICE UNDER STATIC LOAD
XU Xiangdong, MA Kejian, DU Bin, TANG Zhi, WEI Yanhui
2020, 50(4): 19-23. doi: 10.13204/j.gyjz202004004
Abstract:
As a new bridge structure component, the GQFGJX improved modular expansion device has been widely used in the Liupanshui-Weining section of Duyun highway to Shangri-La. Three full-scale test models were established for the middle beam and cross beam ...
PERFORMANCE RESEARCH ON LATERAL STIFFNESS OF THE BASE-ISOLATION SHEAR WALL STRUCTURE CONSIDERING VERTICAL DEFORMATION OF ISOLATION BEARING
CHENG Bei, GENG Pan, LEI Yuande
2020, 50(4): 24-29. doi: 10.13204/j.gyjz202004005
Abstract:
Different from common seismic structures, due to the vertical deformation of the isolation bearing, certain rigid body rotation will occur in the base-isolated structure under the action of earthquake, thus affecting the lateral stiffness of the supe...
RESEARCH ON DAMPING PERFORMANCE OF SUSPENDED COAL BUCKET TMD FOR THERMAL POWER PLANT STRUCTURE
PENG Lingyun, YUAN Yongqiang, TANG Zhenyun, KANG Yingjie, YIN Yiwen, FANG Guowei
2020, 50(4): 30-38. doi: 10.13204/j.gyjz202004006
Abstract:
In order to verify the damping effect of the suspended coal bucket TMD on the structure of the thermal power plant, a structural finite element model was established to compare the damping effects of the one-way and two-way seismic action, and a stru...
ANALYSIS OF THE DYNAMIC RESPONSES OF LNG STORAGE TANK WITH UPLIFT CONSIDERING VERTICAL EARTHQUAKE
ZHOU Junwen, ZHAO Ming
2020, 50(4): 39-43,38. doi: 10.13204/j.gyjz202004007
Abstract:
The model of LNG (liquefied natural gas) storage tank was established by finite element method with the consideration of liquid-structure interaction. The column had the negative vertical displacement constrained by contact algorithm with upward upli...
EXPERIMENTAL RESEARCH ON THE MECHANICAL PROPERTIES OF XINJIANG LONG RECTANGULAR-SECTION POPLAR COLUMN STRENGTHENED BY BASALT FIBER ALTERNATELY UNDER AXIAL COMPRESSION
WANG Jinghui, WANG Guangbu, ZHANG Liang, HAN Fengxia, LIU Qing
2020, 50(4): 44-48,65. doi: 10.13204/j.gyjz202004008
Abstract:
The mechanical properties of long rectangular section poplar columns strengthened with BFRP fiber cloth are different. By respectively pasting at intervals of 1 layer and 2 layers of BFRP on the poplar columns, the axial compression test was conducte...
EXPERIMENTAL STUDY OF DYNAMIC STRENGTH CHARACTERISTICS FOR RED SANDSTONE WEATHERED SOIL UNDER CYCLIC LOADING
XIAO Hao, WEN Shujie, SUN Zili, YAO Wei
2020, 50(4): 49-53. doi: 10.13204/j.gyjz202004009
Abstract:
In order to study the influence of different confining pressure and consolidation stress ratio on the dynamic strength of red sandstone weathered soil, a series of consolidated undrained triaxial tests were carried out by GDS dynamic triaxial test sy...
LONG-TERM SETTLEMENT PREDICTION ANALYSIS OF OVERHEAD TRANSMISSION TOWER ON RECENT FILL
SU Xiaoxue, CAO Yuqing, WEN Yanping, AN Xiangyong, ZHANG Liwei, ZHU Binglong, YAO Yangping, AILIXIATI Tuerdi
2020, 50(4): 54-59,18. doi: 10.13204/j.gyjz202004010
Abstract:
Prediction about settlement of concrete foundation for transmission line tower is an important basis for designing transmission line. Settlement monitoring of foundation is a common method to detect the inclination of transmission tower. The calculat...
THE INFLUENCE OF DIFFERENT REINFORCEMENT METHODS ON THE STABILITY OF FILLED SLOPE
SHENG Xueqing, WU Hao, DENG Yuebao
2020, 50(4): 60-65. doi: 10.13204/j.gyjz202004011
Abstract:
Aiming at an actual substation engineering slope treatment, the model tests of the filled slope treated by different geotechnical reinforcement methods were conducted to investigate the vertical settlement and lateral displacement of the slope, and c...
RESEARCH ON THE STABILITY OF UNDERCROSSED SUBWAY SHIELD TUNNEL
TAO Yu, LIANG Weiqiao, FANG Wujun
2020, 50(4): 66-70. doi: 10.13204/j.gyjz202004012
Abstract:
Based on the Guangzhou subway undercrossing structure, the structural deformation of the existing vehicular tunnel and the soil deformation were comprehensively analyzed, and an appropriate plan about the newly-built tunnel was proposed. The main con...
MATHEMATICAL MODEL FOR THE AXIAL COMPRESSIVE STRENGTH OF MOSO BAMBOO BASED ON THE MACRO AND MESO CHARACTERISTICS
WU Youde, MENG Xinmiao, FENG Peng, LIN Hongwei
2020, 50(4): 71-75. doi: 10.13204/j.gyjz202004013
Abstract:
Moso bamboo, reputed as "green steel", has the advantages of light weight, high strength, and being environmental friendly. Moreover, Moso bamboo with high efficiency of carbon sequestration, grows fast can be decomposed and recycled, making it parti...
RESEARCH ON THE DAMAGE OF GEOPOLYMER CONCRETE UNDER THE ACTION OF SALTWATER AND FREEZE-THAW
LIU Yuxia, LU Jingzhou, TIAN Feixiang, LI Yunkai, LI Haibo
2020, 50(4): 76-81. doi: 10.13204/j.gyjz202004014
Abstract:
Geopolymer concrete was prepared with a mixture of high-activity metakaolin excited by fly ash with sodium waterglass (Na2mSiO2). The damage degree of geopolymer concrete immersed in the saline solution (3.5% NaCl solution, 3.5% Na2SO4 solution, 3....
RESEARCH ON SEWAGE CORROSION RESISTANCE OF ULTRA HIGH PERFORMANCE CONCRETE
YANG Yibo, YUE Xiaodong, ZHENG Fubin, LIU Fucai, GUO Wenying, WANG Hengchang
2020, 50(4): 82-87. doi: 10.13204/j.gyjz202004015
Abstract:
In order to solve the problem of premature destruction of concrete drains during sewage treatment, the idea of using ultra high performance concrete (UHPC) instead of ordinary concrete was put forward. For study the feasibility, simulated industrial ...
RESEARCH AND APPLICATION OF PVA CHOPPED FIBER SHOTCRETE
BAO Hanying, LIU Bin, MA Minglei, AO Changjiang
2020, 50(4): 88-92. doi: 10.13204/j.gyjz202004016
Abstract:
Shotcrete has the advantages of short setting time, high bond strength and good supporting effect. However, there are many disadvantages in the engineering application of shotcrete, such as high rebound ratio and unqualified sprayed quality. This pap...
THE INFLUNENCE OF DEEP CLEARANCE ON THE SETTLEMENT OF ADJACENT STRUCTURES
WEI Guowen, TU Chuanshang, ZHOU Wenqing
2020, 50(4): 93-96. doi: 10.13204/j.gyjz202004017
Abstract:
In the reconstruction tall-rotating process of the old urban area, it is often necessary to clear the natural or artificial structures that affect the proposed project. How to protect key structures in the process of obstacle clearance has become the...
RESEARCH ON THE SCHEME OF CABLE-SUPPORTED MEMBRANE ROOF OF CABLE-SUPPORTED STRUCTURE WITHOUT INNER HOOP
XUE Suduo, LU Jian, LI Xiongyan, LIU Renjie
2020, 50(4): 97-102,92. doi: 10.13204/j.gyjz202004018
Abstract:
Considering the effect of covering membrane based on the cable-supported structure without inner hoop, the collaborative form-finding analysis of the whole model was carried out, and the steps of collaborative form-finding were given. The rationality...
STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL
YAN Renzhang, WAN Liyuan, ZHOU Jianting, WANG Shuai
2020, 50(4): 103-110. doi: 10.13204/j.gyjz202004019
Abstract:
The composite structure which is composed of cable-supported arch truss and single-layer cylindrical reticulated shell structure combines the advantages of cable-supported arch truss structure and single-layer reticulated shell structure, both the ho...
RESEARCH ON STIFFNESS MATCHING RELATIONSHIP BETWEEN EMBEDDED STEEL PLATE AND REPLACEABLE TOE DAMPER IN CORRUGATED STEEL PLATE SHEAR WALL
WANG Wei, HAN Bin, WANG Wanzhi, HUANG Yuanzhao, HOU Mingyue
2020, 50(4): 111-117,87. doi: 10.13204/j.gyjz202004020
Abstract:
In order to study the influence of the stiffness matching relationship between the embedded steel plate and the replaceable toe damper of the steel plate shear wall on its seismic performance, a steel plate shear wall specimen with damper was designe...
EXPERIMENTAL RESEARCH ON M-SHAPED STEEL TRUSS FLOOR
ZHANG Guowei, QIAO Dongxu, SUN Zuoshuai, YANG Chao, WANG Qing
2020, 50(4): 118-124. doi: 10.13204/j.gyjz202004021
Abstract:
The paper presented a new structural form of the floor, M-shaped steel truss floor, to improve the thermal insulation and mechanical properties of the floor. Two M-shaped steel truss floors with different steel thicknesses were designed and static te...
ANALYSIS AND CALCULATION METHOD OF BEARING CAPACITY OF STAINLESS STEEL BOLTED T-STUBS
LIU Xianghua, YUAN Huanxin, DU Xinxi, HU Song, DU Yushan
2020, 50(4): 125-131,144. doi: 10.13204/j.gyjz202004022
Abstract:
In order to study the static bearing capacity of stainless steel bolted T-stub connections, the finite element models were developed to take into account the nonlinear material properties, contact conditions and prying forces. Parametric analyses wer...
SIMULATION AND CALCULATION METHOD OF LONG-TERM BEHAVIOR OF STEEL-CONCRETE COMPOSITE BEAMS
WANG Xiaobi, SONG Ruinian, ZHAN Yulin, ZHAO Renda
2020, 50(4): 132-137. doi: 10.13204/j.gyjz202004023
Abstract:
In order to evaluate the influences of time-dependent properties of concrete to composite beams, a finite element numerical analysis was carried out to simulate the long-term performance of steel-concrete composite beams. The long-term properties of ...
WIND LOAD AND AERODYNAMIC DISTURBANCE CHARACTERISTICS OF SUPER-LONG SPAN BRIDGE TOWER COLUMNS WITH ADDITIONAL SIGHTSEEING ELEVATORS
YUAN Tao, ZHU Zhiwen, CHEN Wei, YANG Xiao, DENG Xiaochun
2020, 50(4): 138-144. doi: 10.13204/j.gyjz202004024
Abstract:
Relying on long-span bridges to build tourist platforms and enhance tourist attractions is an important measure to develop tourism resources and jointly seek economic and social utilization. In order to build a sightseeing platform on the top of the ...
CALCULATION AND ANALYSIS OF CREEP MULTIPLIER OF COMPOSITE BEAMS IN EUROCODE 4
PENG Zuqiang, CHEN Xu, MAO Dejun, YU Wenzheng, WU Kechuan
2020, 50(4): 145-150. doi: 10.13204/j.gyjz202004025
Abstract:
In Eurocode 4, adverse effects of creep are expressed as the reduction factor of concrete elastic modulus, which is the function of time including a constant creep multiplier and creep coefficient. However, the constant creep multiplier can not refle...
RESEARCH ON FLEXURAL PERFORMANCE OF FRP REINFORCED CONCRETE BEAMS
GU Shengjie, FAN Xinglang, RONG Hua, YUAN Weibin
2020, 50(4): 151-155. doi: 10.13204/j.gyjz202004026
Abstract:
With the consideration of tension stiffness between FRP bars and concrete, a finite strip analysis procedure for FRP bar concrete beams was established and the bending behavior of FRP bar concrete beam was simulated. Based on the numerical results, a...
SHEAR BEHAVIOR OF RECYCLED CONCRETE BEAMS WITH BASALT FIBER REINFORCEMENT WITHOUT WEB REINFORCEMENT
BAI Yajia, LIU Huaxin, LI Qingwen, WANG Xuezhi, PENG Changling
2020, 50(4): 156-161,137. doi: 10.13204/j.gyjz202004027
Abstract:
Through the experimental research on the shear resistance of BFRP (Basalt Fiber-Reinforced Polylmer) reinforced concrete beams considering recycled aggregate replacement ratio, shear span ratio and reinforcement ratio, the effects of crack propagatio...
RESEARCH ON MECHANICAL PROPERTIES OF COMPOSITE CROSS ARMS IN HIGH-VOLTAGE TRANSMISSION LINES
CAI Kangyi, FANG Qing, DU Xinxi, YUAN Huanxin, LIU Huanhuan, ZHANG Chuanyi
2020, 50(4): 162-167,150. doi: 10.13204/j.gyjz202004028
Abstract:
The mechanical properties of composite cross arms made of glass fiber reinforced polymer for 500 kV and 220 kV transmission line were studied. Static test and numerical analysis of two types of composite cross arms under different load conditions wer...
RESEARCH ON CULTURE OF COSTFUL BOX IN ROOF OF BUILDINGS IN THE FORBIDDEN CITY
ZHOU Qian
2020, 50(4): 168-174,155. doi: 10.13204/j.gyjz202004029
Abstract:
In the Forbidden City, the last process of roof construction of an ancient building is that a ceremony named "Helong" is held. In the ceremony, a worker buries a costful box in the middle of the ridge. The box is filled with "Zhenwu", which means goo...
RESEARCH ON INTELLIGENT SECURITY MONITORING FOR BIM BASED ONINTERNET OF THINGS TECHNOLOGY
BAI Bin, CHEN Yong, DU Changqing, MAO Xintong, HAN Chao, LI Dongxin, HUANG Yuntian, ZHENG Xing, WANG Leilei
2020, 50(4): 175-179. doi: 10.13204/j.gyjz202004030
Abstract:
With the improvement of infrastructure construction, the more complicated infrastructure construction is, the more corresponding risk factors are. In order to create a safe and good construction environment, reduce occurrence of the risks, and enhanc...
HERITAGE PROTECTION OF YORK AND BATH ANCIENT CITY IN BRITIAN UNDER THE CULTURAL DIMENSION
LIU Juan, LIU Shan, MIAO Qingjiao
2020, 50(4): 180-185. doi: 10.13204/j.gyjz202004031
Abstract:
As a heritage country, Britain has a unique advantage in the quantity and the protection situation of heritage according to the world cultural heritage list. Due to the long process of heritage protection, Britain has its own protection concepts and ...