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

2021 Vol. 51, No. 3

Display Method:
RESEARCH ON ELASTIC REGENERATION OF LANDSCAPE DUALITY FOR THE INDUSTRIAL HERITAGE
WU Qian, HAN Yufeng
2021, 51(3): 1-7. doi: 10.13204/j.gyjzG20050501
Abstract:
The paper demonstrated the connotation and method of elastic regeneration of the industrial heritage landscape from the perspective of its duality of aesthetic and functional elasticity. A analytical framework of two-dimensional matrices was construc...
RESEARCH ON THE IMPACTS OF SHARING STRATEGIES ON URBAN SUSTAINABLE RENEWAL IN INDUSTRIAL HERITAGE TRANSFORMATION
YANG Ye, LI Zhenyu
2021, 51(3): 8-14. doi: 10.13204/j.gyjzG20041714
Abstract:
Taking the industrial heritage that transformed into culture buildings as examples, the impacts of sharing strategies on industrial heritage reform were studied. By analyzing three cases near the Huangpu River in Shanghai, from the two levels of desi...
PROTECTION OF XI'AN XUEJIAZHAI HAN DYNASTY TOMB SITE AND RENEWAL DESIGN OF THE ARCHITECTURAL LANDSCAPE
QIAO Zhi, LIU Yawei, WANG Dan, JIA Xinxin, WANG Hong
2021, 51(3): 22-29,109. doi: 10.13204/j.gyjzG20052806
Abstract:
In the context of the protection and space construction of ancient tomb sites, the research paths of the urban public space and public building landscape were explored, and a reasonable protection model for ancient tomb sites was established. The par...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF RC SUPERPOSED COUPLING BEAMS IN PREFABRICATED SHEAR WALL SUB-STRUCTURE
WU Dongyue, SHEN Mengying
2021, 51(3): 30-34,90. doi: 10.13204/j.gyjzG201905170006
Abstract:
The seismic reliability of resident buildings constructed by prefabricated high-rise shear walls is one of the important requirements for the achievement of construction industrialization in China. To deeply understand the mechanical properties of su...
RESEARCH ON SEISMIC PERFORMANCES OF PREFABRICATED SRCT SHEAR WALL STRUCTURE WITH HORIZONTAL CONNECTIONS
PANG Rui, WANG Yixiao, XU Zhu, WANG Lu, LEI Hongbing
2021, 51(3): 35-41. doi: 10.13204/j.gyjzG20032209
Abstract:
In order to study the seismic performances of steel-concrete-composite-tube (SRCT) shear walls with horizontal connections, an experiment was conducted on two full-scaled models of SRCT shear walls and a cast-in-situ RC shear wall. The results reveal...
EFFECT OF STRUCTURAL COLUMNS ON EXPLOSION RESISTANCE OF LOAD-BEARING MASONRY WALLS
ZHOU Qing, QI Lin, DING Jie
2021, 51(3): 42-49,21. doi: 10.13204/j.gyjzGYJZ201908190005
Abstract:
Based on the numerical analysis method, the calculation model of explosion resistance for load-bearing masonry walls was modelled by the software LS-DYNA. The validity of the model and the method of explosive load application were verified by relevan...
EXPERIMENT ON FLEXURAL PROPERTIES OF PREFABRICATED LIGHT-GAUGE STEEL-CONCRETE COMPOSITE EXTERNAL WALL PANELS
CAI Wei, FANG Hai, QI Yujun, LIU Weiqing, ZHU Xiaoxiong
2021, 51(3): 50-57. doi: 10.13204/j.gyjzG20022204
Abstract:
The new prefabricated light-gauge steel-concrete composite external wall panel is a new structural thermal-insulated external wall system, with light-gauge steel keel frame as its framework and the external boards of high performance concrete boards ...
RESEARCH ON SEISMIC PERFORMANCES OF HYBRID STRUCTURE HEAT ABSORPTION TOWERS BY SHAKING TABLE TESTING
GUO Feng, DENG Yuke, WU Yingqiang, PENG Lingyun, XING Guolei, TANG Zhenyun
2021, 51(3): 58-64. doi: 10.13204/j.gyjz201909130001
Abstract:
As a structure with the first safety grade, heat absorption towers are characterized by high positions of cantroids, large loads and low damping. The equipment itself is prone to produce large additional bending moment and whipping effect under the a...
EXPERIMENTAL STUDY ON PROPERTIES OF IMPACT RESISTANCE FOR VIBRATION-ABSORPTION FACILITIES IN PLANTS
XIE Jian, LI Yungai, XU Fuquan, KONG Qingxun, SHU Tianyu
2021, 51(3): 65-70,84. doi: 10.13204/j.gyjzG20041317
Abstract:
A fall of transportation containers contained spent nuclear fuel would cause serious impact damage to the spent nuclear fuel receiving and storage facilities. To study the properties of impact resistance for different vibration-absorption facilities,...
EFFECT OF WELDING PROCESSES ON MECHANICAL PERFORMANCES FOR COMPOSITE SHEAR WALLS REINFORCED WITH STEEL TUBES WELDED WITH SQUARE STEEL TUBES AND C TYPE STEEL
YU Haifeng, MA Yanan, MA Kang, WU Yangzhou, GAO Erjun
2021, 51(3): 71-76. doi: 10.13204/j.gyjzG19120303
Abstract:
A composite shear wall reinforced with steel tubes welded with square steel tubes and C type steel was a new type of composite double steel plate shear walls. In order to analyze the influence of welding residual stress on the seismic performances of...
EXPERIMENTAL RESEARCH ON INTERFACE BOND PERFORMANCES BETWEEN LSAW STEEL PIPES AND CONCRETE
LUO Peiyun, LEI Yongwang, ZHU Binrong, ZHAO Weiping
2021, 51(3): 77-84. doi: 10.13204/j.gyjzG20052008
Abstract:
In structure design of concrete-filled steel tube (CFST) structure of long-span transmission towers, the higher requirements were put forward for the interface bond performance. To study the interface bond performances between LSAW(longitudinally Sub...
ANALYSIS ON COLLAPSE VULNERABILITY OF BRB STEEL FRAMES BASED ON COMPONENT DAMAGE
WANG Bo, XU Qiang, TIAN Qinhu, HAN Xie, WANG Zhihai
2021, 51(3): 85-90. doi: 10.13204/j.gyjzG20071204
Abstract:
The contribution of structural members in structural seismic resistance is different. Traditional structural seismic indicators of vulnerability evaluation cannot reflect that characteristics, nor can it accurately and reasonably evaluate the collaps...
STUDY OF BUCKLING MODES OF LARGE-GAUGE SINGLE-ANGLE COLUMNS CONSIDERING EFFECT OF SUPPORT CONSTRAINTS
BIAN Yingge, GUO Yaojie, XIONG Chuan, CAO Ke, SUN Yun
2021, 51(3): 91-97. doi: 10.13204/j.gyjzG20071608
Abstract:
To study the buckling mode of large-gauge single-angle columns,axial compression tests of 90 columns were conducted. Considering the effect of flexural stiffness and torsional stiffness of supports,the column's flexural slenderness ratios of the non-...
EXPERIMENTAL RESEARCH ON FLEXURAL PROPERTIES OF CORRODED H-SHAPED STEEL BEAMS
KONG Deliang, XU Shanhua, NIE Biao
2021, 51(3): 98-103. doi: 10.13204/j.gyjzG20102707
Abstract:
In order to study the influence of corrosion on the flexural property of H-shaped steel beams, the standard tensile specimens and steel beams were cut off from H-shaped steel members corroded in the atmospheric environment for three years. The monoto...
STUDY ON EFFECTS OF STIFFENING RINGS ON BEARING CAPACITY AND FAILURE MODES OF LARGE-DIAMETER STEEL TUBE JOINTS
ZHANG Lijuan, LI Suchao, HE Xiwei, LIU Zhengwei, WANG Zhiyuan
2021, 51(3): 104-109. doi: 10.13204/j.gyjzG20032501
Abstract:
Based on a scaled model test, the bearing capacity of the joint at the intersection of the tower and cross arm with or without stiffening rings was studied. Combined with finite element analysis (FEA), the contributions of stiffening rings was to joi...
EXPERIMENTAL STUDY OF WIND UPLIFT RESISTANCE ON METAL ROOF PANELS WITH STANDING SEAM SYSTEMS AT CHANGBEI AIRPORT
HUANG Hong, FANG Xu, CHEN Jie, CHEN Youquan, SUN Wei
2021, 51(3): 110-114. doi: 10.13204/j.gyjzG19112010
Abstract:
The standing seam metal roof system has the advantages of light weight, large spans, high strength and good waterproof performances. Therefore, it was increasingly used in airports, train stations and stadiums. However, due to the lack of the corresp...
STUDY ON ULTIMATE BEARING CAPACITY OF T-SHAPED JOINTS CONNECTED WITH CLAMPS IN STEEL GREENHOUSES
QIAO Haiyang, LAN Tao, DING Min, ZHUANG Jinzhao, YAO Yaming, MAO Jiawen
2021, 51(3): 115-120. doi: 10.13204/j.gyjzG20051508
Abstract:
The mechanical properties of T-shaped joints commonly used in steel greenhouses were studied. Firstly, the bearing mechanism of T-shaped joints connected with clamp was analyzed and the fixing device was designed and fabricated. Then, tensile and com...
OPTIMIZATION OF WIND VIBRATION RESPONSES OF BUILDING STRUCTURES PLANTED ARBORS ON ROOFS
NIE Zhulin, OU Tong, XIN Zhiyong, ZHU Yong, WANG Dayang
2021, 51(3): 121-127. doi: 10.13204/j.gyjzG20050604
Abstract:
There is extremely complex interaction between arbors planted on roofs of structures and the structures under wind loads. Base on the roof project of New Baiyun International Airport Traffic Center in Guangzhou, the dynamic characteristics of arbors ...
OPTIMIZATION DESIGN AND FEM VERIFICATION OF VARIABLE CURVATURE-FRICTION PENDULUM SYSTEMS
LIN Shuchao, FAN Guangli, KANG Jinjun, ZHOU Yijun
2021, 51(3): 128-135. doi: 10.13204/j.gyjz201906030005
Abstract:
In order to meet the isolation demand of large-scale building structures under different earthquake action and long-period ground motion in particular, a new bidirectional variable curvature-friction pendulum bearing (BD VCFPB) was proposed, and desi...
MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE
HAN Dongdong, MEN Yuming, WANG Peng
2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
Abstract:
Through model tests of interaction between lattice beams by prestressed anchorage with different cross sections and spacing of beams, the earth pressure, the strain of rebars in lattice the beams and the tension forces of the anchors were measured, a...
FIELD TESTS ON BEARING CHARACTERISTICS OF LATERALLY LOADED COMPOSITE CAISSONS IN SOFT FOUNDATION
SHENG Jinma, HAN Chengyong, YIN Xuechao
2021, 51(3): 142-146,152. doi: 10.13204/j.gyjzG20040811
Abstract:
A composite caisson is one of preferred foundations for transmission-line engineering in soft soil areas. However, the application of composite caissons in soft soil areas is restricted owing to lack of full understanding on bearing characteristics i...
NUMERICAL ANALYSIS ON LOAD TRANSFER OF TENSILE PILES AND BOTTOM-UPLIFTED PILES
ZHOU Peng, MA Hailong
2021, 51(3): 147-152. doi: 10.13204/j.gyjzG20040901
Abstract:
Based on the finite difference software FLAC3D, the numerical simulations of tensile piles and bottom-uplifted piles were conducted. Load-displacement curves, transfer of axial forces characteristics and distribution characteristics of lateral fricti...
EFFECT OF THE MOISTURE CONTENT ON MECHANICAL PROPERTIES OF FROZEN SILTY CLAY
LU Zhaohong, WANG Kaibo, WANG Zunce, ZHANG Dong, YAN Feng, OUYANG Xin
2021, 51(3): 153-157,97. doi: 10.13204/j.gyjzG20040904
Abstract:
The experimental analysis on shear and compressive mechanical properties of frozen silty clay in the seasonal frozen soil region of Daqing City was conducted. The variable rules of the cohesion, internal friction angles, shear strength, compressive s...
DESIGN AND CONSTRUCTION OF PREFABRICATED SPINNING STEEL PIPE PILES WITH ENLARGED ENDS
FENG Jiangquan, HUANG Leiqun, HUANG Zhenhua, ZHANG Wei
2021, 51(3): 158-164. doi: 10.13204/j.gyjzS20052504
Abstract:
Spinning steel pipe piles with enlarged ends, simply named as STG piles, is a new kind of spinning steel pipe piles developed in recent years. It inherits the advantages of traditional spinning steel pipe piles and improves the structure of the tradi...
INFLUENCE OF CONTENTS OF PRODUCTED AMORPHOUS SUBSTRACTS ON STRENGTH OF FLYASH GEOPOLYMER
YANG Kun, DU Shouji, HAN Yudong, HOU Dongwei
2021, 51(3): 165-169,179. doi: 10.13204/j.gyjzG20052522
Abstract:
The relation between contents of crystalline or amorphous phase and compressive strength were discussed to further understand the mechanisms of flyash matrix geopolymer. Firstly, a kind of high strength flyash matrix geopolymer was prepared based on ...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF COAL GANGUE SINTERED COMPOSITE INSULATION BLOCKS
WANG Anmin, YU Qiubo, SUN Jiaqi, QIN Kongyuan, ZENG Xun, DUAN Jingmin
2021, 51(3): 170-175. doi: 10.13204/j.gyjzG19090505
Abstract:
Coal gangue sintered composite insulation blocks are new type of wall materials,which integrated the building enclosure and heat preservation. To grasp the mechanical properties of the blocks, tests were conducted, and the compressive strength and fl...
EXPERIMENTAL RESEARCH ON POISSON'S RATIOS OF 460 MEGAPASCAL HEAT-RESISTING STEEL AT HIGH TEMPERATURE
WANG Lianqing, WANG Hongying, MA Wenjiang
2021, 51(3): 176-179. doi: 10.13204/j.gyjzG20072607
Abstract:
In order to measure Poisson's ratios for 460 MPa heat-resisting steel at high temperature, tension and torsion tests for 460 MPa heat-resisting steel at room temperature and high temperatures of 100 to 600℃ were completed on the MTS809 material testi...
MECHANICAL PERFORMANCES OF HRB500A AND HRB500C CORROSION RESISTANT REBARS WITH INDIRECT BUTT SPLICES IN SINGLE SIDE WELDING
FU Yanqing, ZHANG Jing, LI Jie, SUN Lingzhi
2021, 51(3): 180-183,141. doi: 10.13204/j.gyjzG20052604
Abstract:
To promote the application of corrosion resistant rebars of high performances and reveal the mechanical performances, based on the optimization of welding parameters, the welding process of indirect butt splices in single side welding applied widely ...
DIGITAL TWIN AND ITS APPLICATION IN INTELLIGENT CONSTRUCTION
LIU Zhansheng, SHI Guoliang, SUN Jiajia
2021, 51(3): 184-192. doi: 10.13204/j.gyjzG20081017
Abstract:
To promote the transformation and upgrading of construction industry, it was a key to the introduction and popularization of the Digital Twin in intelligent construction. Firstly, the related connotation, characteristics, development procedures and m...
RESEARCH AND APPLICATION OF ANTI-CRACKING TECHNIQUES FOR DUMBBELL-SHAPED CAP BLOCK CONCRETE
CHENG Huaqiang, ZHANG Jiangliang, CHEN Jun, YAO Ting
2021, 51(3): 193-197,164. doi: 10.13204/j.gyjzG19120107
Abstract:
The issue of crack resistance of dumbbell-shaped block concrete for caps of the newly built Xinhe Bridge in Wuhan was studied, the comprehensive measures were adopted such as techniques of temperature control casting concrete, temperature rise contro...