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. 11

Display Method:
RESEARCH ON THE POST-INDUSTRIAL LANDSCAPE RECONSTRUCTION BASED ON THE LOGIC OF DIFFERENCE STRATIFICATION: TAKE THE DESIGN OF SHOUGANG WINTER OLYMPIC ORGANIZING COMMITTEE HEADQUARTER AS AN EXAMPLE
WEI Fang
2020, 50(11): 1-5. doi: 10.13204/j.gyjzG20042401
Abstract:
As an important supplementary type of urban green space, post-industrial landscape reconstruction method based on different classification protection system is still subjective and uncertain. Faced with the industrial logic, realistic event logic and...
PROTECTION AND REUSE OF SHOUGANG NO.3 BLAST-FURNACE MUSEUM FROM THE PERSPECTIVE OF URBAN RENEWAL
MO Xianfa
2020, 50(11): 6-10. doi: 10.13204/j.gyjzG20072115
Abstract:
Shougang park is currently a larger urban renewal project in China. Under the background of a series of events such as policy guidance, urban revitalization, industrial transformation and cultural and creative activities, how to reasonably and effect...
THE SURVIVAL AND RENEWAL OF THE INDUSTRIAL HERITAGE OF THE SMALL THIRD-LINE IN WESTERN ANHUI
SHI Chuan, LIU Qun, DING Jie
2020, 50(11): 11-17,45. doi: 10.13204/j.gyjzG201908100003
Abstract:
Taking the factory and enterprise buildings of the small third-line construction in western Anhui as the research object, the research of investigation, preservation and regeneration was carried out through field reconnaissance combined with literatu...
RESEARCH ON ORIENTED ACTIVATION STRATEGY OF TEA PROCESSING INDUSTRY HERITAGE FROM THE PERSPECTIVE OF VALUE
DUAN Yapeng, LAI Ziling, SHEN Jie
2020, 50(11): 18-24,56. doi: 10.13204/j.gyjzG19102310
Abstract:
The academic circles have paid earlier attention and research on the activation and renewal of large or medium-sized industrial heritages such as iron and steel plants, textile mills, and railways. However, there is little writing about the future de...
STUDY ON EVOLUTION OF THE ROYAL REAR GARDEN IN BIANJING OF THE JIN DYNASTY FROM THE ONE IN DONGJING OF THE NORTHERN SONG DYNASTY
TANG Jiefang, LI Shuai, SU Jinle
2020, 50(11): 25-31. doi: 10.13204/j.gyjzG20021803
Abstract:
The royal rear garden in Bianjing of the Jin Dynasty was considered to be a physical heritage from Dongjing of the Northern Song Dynasty. After Comparing and analyzing a large number of literatures, it was found that the royal rear garden built in Do...
EXPERIMENTAL RESEARCH ON THE INFLUENCING FACTORS OF THE BOND PERFORMANCE BETWEEN PRINTED CONCRETE AND REBAR
WU Lei, YANG Wei, SUN Yuan, KANG Qiang, WAN Zhiming
2020, 50(11): 32-38,132. doi: 10.13204/j.gyjzG20011603
Abstract:
The concrete printing process of one-by-one extrusion and layer forming makes the mechanical properties of the printed concrete material show obvious anisotropy. In addition, the reinforcement method is limited by the printing process. Rebar can only...
EXPERIMENTAL AND ANALYTICAL RESEARCH ON SEISMIC BEHAVIOR OF ECC COLUMNS UNDER COMBINED TORSION
SUI Liang, SHAO Yongjian, LIANG Xiao, ZHOU Yifan, WANG Guozuo
2020, 50(11): 39-45. doi: 10.13204/j.gyjzG19122311
Abstract:
In order to study the seismic behavior of ECC composite columns, four ECC columns and one RC column were tested under axial force and lateral cyclic loading. On this basis, ABAQUS was used to analyze the ECC composite columns. The test results showed...
EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF PREFABRICATED SHEAR WALL WITH ENERGY DISSIPATION BY VERTICAL JOINTS
WANG Yuliang, CUI Hongjun, ZHANG Yumin, CAI Zhanjun, XU Lixian
2020, 50(11): 46-51. doi: 10.13204/j.gyjzG19102703
Abstract:
Based on the concept of "strong horizontal seam and weak vertical seam" of prefabricated shear wall structure, the specimens of the prefabricated shear wall and the cast-in-place shear wall were designed.Based on the results of quasi-static loading t...
EXPERIMENTAL RESEARCH ON SHEAR PROPERTIES OF SELF-COMPACTING CONCRETE T-BEAMS WITH FIBERS INSTEAD OF STIRRUPS
ZHOU Yunlong, GENG Lianheng, LIANG Xiongxiong, WANG Shuo, YOU Zhiguo
2020, 50(11): 52-56. doi: 10.13204/j.gyjzG19081103
Abstract:
An experimental study on shear performances of fiber-reinforced self-compacting concrete T-beam was carried out. Eight simple-supported T-beams subjected to two concentrated loading placed symmetrically were tested, to study the influences of fiber t...
LATERAL DISPLACEMENT RESISTANCE AND ELASTIC-PLASTIC ANALYSIS OF DIAGRID CORE-TUBE STRUCTURE IN HIGH-RISE BUILDINGS
LIU Chengqing, LIAO Wenxiang, FANG Dengjia, DENG Youyi
2020, 50(11): 57-64. doi: 10.13204/j.gyjzG20010811
Abstract:
In order to study the seismic behavior of diagrid core-tube structure in high-rise buildings under frequent and rare earthquakes, according to the Guangzhou West Tower project, the diagrid core-tube structure was established in accordance with the Co...
NONLINEAR ANALYSIS OF THE INFLUENCE OF PERFORATED REBAR ON THE SHEAR CAPACITY OF PERFOBOND RIB SHEAR CONNECTOR
XUE Dongyan, HUANG Yangcheng, WAN Qingyun, ZHANG Yiduo
2020, 50(11): 65-70. doi: 10.13204/j.gyjz201904290005
Abstract:
The finite element model was established by using ABAQUS software to simulate push-out test of perfobond rib shear connector. The influence of perforated rebar on the shear capacity of perfobond rib shear connector was studied. The results showed tha...
STUDY ON DAMAGE DETECTION AND QUANTIFICATION OF ANCIENT BUILDING TIMBER STRUCTURES BASED ON LAMINATION THEORY AND BP NEURAL NETWORKS
HU Weibing, YANG Jia, WANG Long, HOU Yanfang
2020, 50(11): 71-77,111. doi: 10.13204/j.gyjzG20020501
Abstract:
To quantify damage of ancient timber structures under ambient excitation, according to the lamination theory, a method was proposed to divide wood into damaged surface layers and undamaged middle layers by layered solid elements of the finite element...
EXPERIMENTAL STUDY ON STRENGTH CHARACTERISTICS OF HEFEI EXPANSIVE SOIL IN A LARGE SUCTION RANGE
HOU Chaoqun, CHEN Huan, SUN Zhibin, XI Yao
2020, 50(11): 78-81,70. doi: 10.13204/j.gyjzG19121616
Abstract:
In order to study the influence of matrix suction on shear strength of expansive soil in Hefei under different initial dry densities in a large suction range, direct shear tests of expansive soil under different initial dry densities and moisture con...
DEM-CFD COUPLED ANALYSIS ON LEAKING PROCESSES OF WATER AND SAND UNDER HIGH WATER PRESSURE
DAI Xuan, HUO Haifeng, CHENG Xuesong, GUO Wang, FENG Xing
2020, 50(11): 82-90. doi: 10.13204/j.gyjzG20042102
Abstract:
To reveal the mechanisms of hazards induced by leakage of groundwater and sand under different water pressure, DEM-CFD method was adopted to simulate leaking processes based on a laboratory model test. Considering the effect of water leakage into the...
RESEARCH ON MECHANICS OF OBLIQUE-VERTICAL ALTERNATE PILES IN SLOPES
DIAO Yu, JIN Zhuangzhuang, HUANG Sheng, YANG Chao, ZHU Pengyu, BI Cheng, MA Aoyang
2020, 50(11): 91-96. doi: 10.13204/j.gyjzG20031006
Abstract:
Through research and application in deep excavation without horizontal supports, oblique-vertical alternate piles have been popularized gradually in practice and proven effective in controlling deformation and stability of slopes. To study the mechan...
A DISCUSSION ON THE ADJUSTMENT FACTOR OF SEISMIC BEARING CAPACITY FOR CFG-PILE COMPOSITE FOUNDATION
DANG Yujing
2020, 50(11): 97-101. doi: 10.13204/j.gyjzG19090330
Abstract:
In seismic fortification zones, foundation strengthened by CFG piles needs to be checked for seismic resistance. In view of the fact that there was no specific provisions on adjustment coefficients of seismic bearing capacity for CFG-pile composite f...
EXPERIMENTAL INVESTIGATION INTO THE INFLUENCE OF WATER CONTENT ON THE SHEAR CHARACTERISTICS OF PILE SOIL-INTERFACE
CHEN Ronggang, MA Jing, CUI Zhuangzhuang, YUAN Guanglin
2020, 50(11): 102-105,31. doi: 10.13204/j.gyjzG20082406
Abstract:
The bearing capacity of friction piles depends on the shear characteristics of the pile-soil interface. In order to study the influence of moisture content and soil quality conditions on the friction resistance of friction piles, a test device for th...
CALCULATION MODEL OF EARLY CARBONATION DEPTH OF MINERAL ADMIXTURE CONCRETE
HU Xiaopeng, WU Xiao, PENG Gang
2020, 50(11): 106-111. doi: 10.13204/j.gyjzG19112905
Abstract:
Based on the carbonation test of concrete with various admixtures (fly ash, mineral powder and gangue) in natural exposure environment, the influence of carbonation time and curing time on the early carbonation depth of concrete with admixtures was a...
EXPERIMENTAL STUDY ON FROST RESISTANCE OF RECYCLED FINE POWDER CONCRETE
ZHAO Shiying, LI Ying, KANG Xiaoming, FAN Yaohu
2020, 50(11): 112-118,96. doi: 10.13204/j.gyjzG19122606
Abstract:
In the process of recycling construction waste to produce recycled aggregate, a large number of small particles with particle size less than 0.16 mm, namely recycled micro powder, are produced. These particles have certain activity and can be added i...
CONSTRUCTION SIMULATION ON TEMPERATURE EFFECTS OF SUPER-LONG SUPER-WIDE SUPER-RIGID SEAMLESS MULTI-STORY STEEL FRAME WORKSHOP
JIA Ziwen, ZHENG Jiang, LI Cunliang, WANG Xisheng
2020, 50(11): 119-124. doi: 10.13204/j.gyjzG20091706
Abstract:
The whole construction process of a super-long super-wide super-rigid seamless multi-story steel frame workshop was simulated and analyzed by using the finite element program MIDAS Gen. The influence of temperature on the construction process was stu...
RESEARCH ON FLEXURAL CAPACITY OF PREFABRICATED BEAM-COLUMN HIGH-STRENGTH BOLTED JOINT WIEH EXTERNAL DIAPHRAGMS
WANG Xiujun, WANG Yan
2020, 50(11): 125-132. doi: 10.13204/j.gyjzG20070605
Abstract:
Theoretical analysis and numerical simulation analysis methods was used. A study was conducted on the influence of changes in the structural parameters of the prefabricated beam-column high-strength bolted joint on the flexural capacity of the joint....
RESEARCH AND APPLICATION OF SHEAR RESISTANCE OF FRICTION CONNECTION WITH HIGH STRENGTH BOLTS
HAN Tengfei, XU Gang, LI Liang, LI Xiaodong, XI Xiangdong
2020, 50(11): 133-136. doi: 10.13204/j.gyjzG201909120001
Abstract:
The non-linear finite element model of high-strength bolts friction type connection is established by finite element software ABAQUS, and the accuracy and applicability of the finite element model are verified by experiments. Finally, the force-displ...
STUDY ON DESIGN APPROACH OF THE CIRCULAR CONCRETE FILLED STAINLESS STEEL TUBE UNDER AXIAL COMPRESSION
CHEN Xin, LIAO Feiyu, LIN Zhiping, REN Menglu
2020, 50(11): 137-144,152. doi: 10.13204/j.gyjzG20011705
Abstract:
The experimental data of circular concrete filled stainless steel tube (CFSST) were collected and compared with the calculation values of current normal concrete filled steel tube codes. The results showed that the calculation values of current codes...
COMPARATIVE ANALYSIS ON INTERFACE BOND PERFORMANCE OF HIGH-STRENGTH CONCRETE FILLED SQUARE OR CIRCULAR STEEL TUBE AFTER BEING SUBJECTED TO ELEVATED-TEMPERATURES AND SPRAY COOLING
CHEN Zongping, ZHOU Ji
2020, 50(11): 145-152. doi: 10.13204/j.gyjzG19121302
Abstract:
In order to study the difference of interface bond performance of recycled concrete filled square and circular steel tube (RCFSST, RCFCST) short column after being subjected to elevated temperatures and spray cooling, 22 RCFSST and 22 RCFCST specimen...
MECHANICAL PROPERTIES ANALYSIS OF Z-SHAPED SPLICING JOINT OF CONCRETE- FILLED L-SHAPED STEEL TUBULAR COLUMN AND H-SECTION BEAM
BAI Zhengxian, BAI Yaritu, LIU Xuechun
2020, 50(11): 153-161,194. doi: 10.13204/j.gyjzG20020603
Abstract:
In this paper, the finite element parameters of a kind of Z-joint of concrete filled steel tubular L-shaped column and H-shaped steel beam were analyzed. By changing seven parameters, 22 models were established to analyze the mechanical properties of...
CALCULATION ON BEARING CAPACITY OF 7075 HIGH-STRENGTH ALUMINUM ALLOY TUBULAR CONFINED CONCRETE COLUMN UNDER AXIAL COMPRESSION
LI Xiangyu, XING Guohua, ZHANG Pengyao, ZHANG Guangtai
2020, 50(11): 162-167. doi: 10.13204/j.gyjzG19120618
Abstract:
High-strength aluminum alloy has great application prospects in large-scale infrastructure projects due to its corrosion resistance, high strength and good ductility. In this paper, based on the comparative analysis of the commonly used calculation t...
EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF MODULAR BOX-TYPE INTERGRATED HOUSE UNDER HORIZONTAL CYCLIC LOADING
ZHANG Qingyu, ZHANG Pingping, LEI Yueqiang, SUN Songfeng, CHEN Baoguang
2020, 50(11): 168-173. doi: 10.13204/j.gyjzG201906100004
Abstract:
To study the mechanical behavior of the modular box-type integrated house structure under the horizontal cyclic loading, the quasi-static test of the full-box structure under the combined vertical and horizontal loading was carried. In the test, the ...
STUDY ON MECHANICAL PROPERTIES OF BEAM BRIDGE REINFORCED WITH MULTIPLE REINFORCEMENT METHODS UNDER CORROSIVE ENVIRONMENT
WANG Zhile, YUAN Xuefeng, JIANG Rongbin
2020, 50(11): 174-177,183. doi: 10.13204/j.gyjzG20051604
Abstract:
In order to compare the effects of different reinforcement methods on the performance improvement of the damaged bridge members in corrosive environment, four reinforcement methods, such as pasting CFRP sheet, pasting BFRP sheet, anchoring and pastin...
EXPERIMENTAL STUDY ON TENSILE PROPERTIES OF CFRP GRIDS UNDER THE COUPLING OF SEAWATER IMMERSION AND STRESS
LI Biao, LI Jiaxing, JIA Bin, HUANG Hui, WANG Lu, TANG Qihong
2020, 50(11): 178-183. doi: 10.13204/j.gyjzG20030608
Abstract:
In order to study the change law of the tensile mechanical properties of CFRP (Carbon Fiber Reinforced Polymer) grids in marine corrosive environment, a single-limb tensile performance test of CFRP grids with different initial stress levels in seawat...
DYNAMIC CHARACTERISTICS STUDY OF ADDING STORY WITH DIFFERENT ISOLATING SYSTEMS OF FOUNDATION
QIAN Xiaoxu, HAN Xiaojian, HONG Baoning, PENG Yang
2020, 50(11): 184-189,167. doi: 10.13204/j.gyjzG19110801
Abstract:
Based on the method of dimension analysis, the four-floor steel frame structure was designed as existing building(natural period 0.1~0.4 s) and the two-floor steel frame structure was selected as additional story to satisfy simulation ratio. Accordin...
COMPARISONS OF THERMAL BRIDGE BLOCKING-UP METHODS FOR THE MAIN KEELS OF STEEL STRUCTURE BUILDING CURTAIN WALL
LI Ruixue, LIU Yulin, BAI Yu, GUO Haifeng, WANG Yingqi
2020, 50(11): 195-199. doi: 10.13204/j.gyjzG20050806
Abstract:
The treatment of thermal bridges blocking up of ultra-low energy consumption building caused by curtain wall components has often been overlooked. The impact of these thermal bridges on the energy consumption of the building should not be underestima...