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. 1

Display Method:
MILITARY DEFENSIVE DESIGN OF TIBETAN DZONGS
HUANG Lingjiang, PENG Yuhong
2021, 51(1): 1-7. doi: 10.13204/j.gyjzG20072201
Abstract:
Dzong is a special type of traditional architecture in the Tibetan culture area. Its main characteristics are of both military defense and administrative management functions. From the perspective of military defense, the systematical defensive desig...
CONSERVATION AND REUSE OF MINSHENGLU MATOU BASED ON VALUE INTERPRETATION
HOU Shi, FU Yong, ZHANG Yixin, WANG Jin
2021, 51(1): 8-16,23. doi: 10.13204/j.gyjzG20033108
Abstract:
Minshenglu Matou, formerly known as the Blue Funnel Wharf which built by British Butterfield & Swire in 1908, was designated as Shanghai historical and cultural sites under government protection in 2014. In recent years, to develop, utilize, pres...
STUDY ON LONG-TERM EFFECTIVE SPACE OPTIMIZATION OF CAMPUS BUILDINGS IN CHINA: REFORM OF THE SOUTHWEST BUILDING IN THE GULOU CAMPUS OF NANJING UNIVERSITY
WU Jinxiu, ZHANG Meiying, FAN Linlin, XU Ming
2021, 51(1): 17-23. doi: 10.13204/j.gyjzG20072704
Abstract:
In the past century, higher education and campus construction have made great progress in China. University campuses and campus buildings, because of their great values in history, culture, and resources, have attracted more and more attention. Howev...
APPLICATION OF GIS IN CHINESE TRADITIONAL VILLAGE RESEARCH
MIAO Yankai, LUO Pingjia, CHANG Jiang
2021, 51(1): 24-29. doi: 10.13204/j.gyjzG20011801
Abstract:
As a living fossil of Chinese agricultural history and culture, traditional villages are sites to carry the social attributes such as people’s living and breeding in the period of agricultural society. Because of the powerful analysis functions of GI...
EXPERIMENTAL STUDY ON FLEXURAL PROPERTIES FOR SEGMENTAL PRECAST GIRDERS OF ULTRA-HIGH PERFORMANCE CONCRETE
LIANG Xuejiao, ZHENG Hui, XUAN Shuaifei, FANG Zhi
2021, 51(1): 30-36,72. doi: 10.13204/j.gyjzG19121807
Abstract:
In order to study the flexural properties for segmental pracast girders of prestressed ultra-high performance concrete (HHPC), 5 test girders were completed, and the study parameters were mainly with or without joints, tenon forms and compressive pre...
EXPERIMENTAL STUDY ON REINFORCED CONCRETE-FILLED STEEL SQUARE TUBULAR COLUMNS WITH TIE BARS
HU Hao, LI Zhengliang, TANG Junfeng
2021, 51(1): 37-44,80. doi: 10.13204/j.gyjzG20033010
Abstract:
The tests were conducted on three reinforced concrete-filled steel square tubular columns with tie bars, which included one axial compressive test for S-1 and two pseudo-static tests for S-2 and S-3. The bearing capacity, failure modes, failure paths...
STUDY ON BEARING CAPACITY AND SEISMIC PROPERTIES OF PREFABRICATED SKIP-FLOOR SHEAR WALLS WITH BOLTED CONNECTION
JIANG Jili, HAN Jun, REN Wei, LI Yingmin
2021, 51(1): 45-53,109. doi: 10.13204/j.gyjzG19111215
Abstract:
25 prefabricated skip-floor shear wall models were established for static elastoplastic analysis to explore the load-bearing mechanism at the connection interface. Then, the influence of axial compression ratios, length-to-width ratios and other fact...
EXPERIMENTAL STUDY ON SEISMIC DAMAGE OF INTERIOR JOINTS IN INTEGRALLY PREFABRICATED REINFORCED CONCRETE FRAMES
YANG Zhao, YANG Quan, BAO Liang
2021, 51(1): 54-60. doi: 10.13204/j.gyjzG20190926006
Abstract:
In order to study seismic damage of interior joints in integrally prefabricated reinforced concrete frames, quasi-static tests were conclucted on one cast-in-place joint and three integrally prefabricated joints with different axial compression ratio...
SEISMIC PERFORMANCE RESEARCH ON PREFABRICATED CONCRETE-BLOCK WALLS WITH STRUCTURE OR CORE COLUMNS
OUYANG Jinqiu, HUANG Liang, ZENG Linghong, SHI Chuxian, DENG Peng, CAO Yang
2021, 51(1): 61-67,93. doi: 10.13204/j.gyjzG19112302
Abstract:
To explore the effects of ratios of shear spans to effective depths, axial pressure, and structural measures on seismic performances of prefabricated concrete-block walls, low cycle reciprocated loading tests on six block walls were conducted and hys...
ANALYSIS ON MECHANICAL PROPERTIES OF PREFABRICATED BEAM-COLUMN-CORBEL COMBINED JOINTS
WANG Jiangang, ZHANG Qing, LI Zhijun, ZHANG Xinyue, LIU Yuanying, MEI Yuan
2021, 51(1): 68-72. doi: 10.13204/j.gyjzG20082811
Abstract:
In order to improve the assembly efficiency of structure members, a new type of prefabricated beam-column-corbel combined joint in industrial structures was proposed. RC column corbels were welded with steel bars which would inserted into the reserve...
EXPERIMENTAL RESEARCH OF HIGH TEMPERATURE EFFECT ON BONDING PERFORMANCES BETWEEN STEEL BARS AND CONCRETE
ZHOU Lichen, LIU Li, LI Yaning, LI Xiaodong, WEI Xiao, XIAO Yao
2021, 51(1): 73-80. doi: 10.13204/j.gyjzG20010803
Abstract:
Central pulling test on 44 cubic specimens of conventional concrete and recycled concrete (the replacement ratio of coarse aggregate is 100%) were subjected to high temperatures. Tthe damage laws of bonding performances of the steel bars and concrete...
DYNAMIC RESPONSE ANALYSIS OF NEAR-FAULT EFFECTS OF RIGID-FRAMED BRIDGES BASED ON SHAKING TABLE TESTS
YAN Xiaoyu, ZHAO Zhuo, WANG Zhuo
2021, 51(1): 81-85. doi: 10.13204/j.gyjzG20070717
Abstract:
A shaking tables test considering multi-support excitation was conducted on the 1∶10 scale three-span rigid-framed bridge. Taking the results of the test as a base, the finite element model of the bridge was established. Ten typical near-fault ground...
FINITE ELEMENT ANALYSIS OF COMPOSITE LOAD-BEARING SELF-RESETTING BEAM-COLUMN JOINTS
ZHANG Ailin, GUO Kang, ZHOU Baoru, YANG Zhongshuai, JIANG Ziqin
2021, 51(1): 86-93. doi: 10.13204/j.gyjzG20011702
Abstract:
Based on the idea of damage control, a composite load-bearing self-resetting beam-column joint was proposed, which provided pretension for the structure through high-strength prestressed steel cables so that the structure could realize self-resetting...
EXPERIMENTAL STUDY ON AXIAL COMPRESSIVE PROPERTIES OF CONCRETE-FILLED STEEL SQUARE TUBULAR COLUMNS WITH INNER TIE-BAR FRAMES
LI Shengqiang, YANG Bo, JIN Huan, GUO Hongyan
2021, 51(1): 94-99. doi: 10.13204/j.gyjz20092706
Abstract:
A partially fabricated concrete-filled steel square tubular column with a inner tie bar frame was designed. In order to reduce the cost and determine the optimal proportion of steel mass consumed in the structure, according to the orthogonal experime...
EXPERIMENTAL STUDY ON PULL-OUT PROPERTIES OF SELF-TAPPING STAINLESS STEEL SCREWS TO FIX ALUMINUM SHEETS
XIN Zhiyong, PAN Buxin, WANG Dayang, ZHANG Yongshan, ZHU Yong
2021, 51(1): 100-109. doi: 10.13204/j.gyjzG20040803
Abstract:
Large numbers of self-tapping screws are used to fix aluminum sheets in the metal roofing system where the pull-out accidents of screw connections were reported frequently subjected to the wind uplift loads. In order to study the pull-out characteris...
EXPERIMENTAL STUDY ON MICROSTRUCTURE AND MECHANICAL CHARACTERISTICS OF MUCKY SOIL IN NANSHA OF GUANGZHOU
ZHANG Qinghua, SUN Yinlei, TANG Liansheng, WANG Yuxi, LIU Wei
2021, 51(1): 110-117. doi: 10.13204/j.gyjzG20011302
Abstract:
To ascertain the influential mechanisms of the microstructure for soft soil on the macroscopic mechanical properties, consolidation shear tests of mucky soil in Nansha zone of Guangzhou were conducted. Combined with the scanning electron microscope a...
INFLUENCES OF MINING DISTURBANCE ON STABILITY FOR RAILWAY EMBANKMENTS OF COAL GANGUE
ZHANG Qingfeng, WANG Dongquan, YU Guangyun, SUN Liang, LIU Wenhua
2021, 51(1): 118-124,130. doi: 10.13204/j.gyjz20052030
Abstract:
The conventional triaxial test and the improved triaxial test are mainly used to study change laws of mechanical properties for soil in mining areas before and after being disturbed by mining. Based on the results of the triaxial tests subjected to l...
EXPERIMENTAL STUDY ON THERMO-MECHANICAL PROPERTIES OF ENERGY PILES UNDER ACTION OF CYCLIC TEMPERATURE
CHANG Hong, LIU Jinnan, MENG Qingyu
2021, 51(1): 125-130. doi: 10.13204/j.gyjzG20041107
Abstract:
Energy piles are combinations of pile foundations and ground source heat pumps. They not only bear the upper building load but also act as media for heat exchange with the shallow geothermal energy, which are of advantage on energy-saving and polluti...
EXPERIMENTAL STUDY ON IMPROVEMENT MEASURES OF SEISMIC RESISTANCE FOR TUBULAR PILES OF PHC
ZHAO Changchun, ZHANG Liujun, GONG Weiming, MENG Chunhui
2021, 51(1): 131-134. doi: 10.13204/j.gyjz20021050
Abstract:
In order to improve the seismic performances of tubular piles of prestressed high-strength concrete (PHC), carbon fibers were mixed into concrete to improve seismic performances. Based on low-cycle reciprocating loading tests of 4 tubular piles of PH...
MIX PROPORTION OPTIMIZATION OF HIGH FLUIDITY CONCRETE AND ITS MICROSTRUCTURE CHARACTERIZATION
LI Mengyuan, CAO Fengze, YAN Peiyu, ZHOU Yuqi, ZHANG Yiqing, LI Honghai
2021, 51(1): 135-139,145. doi: 10.13204/j.gyjzG20021502
Abstract:
According to the actual conditions of construction projects in Africa, the properties and microstructure of two kinds of high fluidity concrete were compared. Compared with Portland slag cement concrete mixed with silica fumes used now, the optimized...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF ULTRA-HIGH PERFORMANCE CONCRETE UNDER NORMAL TEMPERATURE CURING
WU Chen, CHEN Kedan, LIN Shangshun, DING Feng, LI Daosong
2021, 51(1): 140-145. doi: 10.13204/j.gyjzG20111009
Abstract:
Compared with the traditional steam curing technique of ultra-high performance concrete (UHPC), the UHPC under natural curing technique is of lower energy consumption and boarder application prospects in bridge engineering. Based on the compression t...
EFFECTS OF AGES ON FRACTURE PROPERTIES OF ORIENTED STEEL FIBER-REINFORCED CEMENTITIOUS COMPOSITES
QING Longbang, YANG Zhuofan, MU Ru
2021, 51(1): 146-151. doi: 10.13204/j.gyjzG20012801
Abstract:
The three-point bending tests on notched beams of different ages were conducted. The effects of ages on the fracture properties of oriented steel fiber-reinforced cementitious composites and randomly oriented steel fiber-reinforced cementitious compo...
EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF SLEEVE SPLICING GROUTED WITH PVA FIBER-REINFORCED CEMENTITIOUS COMPOSITES
ZHU Fangzhi, MA Zhiming, ZUO Gong, GAO Li
2021, 51(1): 152-156,178. doi: 10.13204/j.gyjzG19102204
Abstract:
According to test results of pull-out tests for 6 specimens and uniaxial tensile tests for 27 grouted sleeve-splicing specimens,the influences of PVA fiber, anchorage length of rebars and with or without confines of grouted sleeves on splicing were a...
STUDY ON MECHANICAL PROPERTIES OF PERFORATED HIGH-STRENGTH STEEL PLATES
ZHANG Hailong, ZHAO Xuehang, LI Haifeng
2021, 51(1): 157-162,199. doi: 10.13204/j.gyjzG20022712
Abstract:
Taking Q460 and Q600 high-strength steel as research objects, the mechanical properties of 14 perforated high-strength steel specimens under uniaxial tension were tested. The damage characteristics, stress-strain hysteresis curves and corresponding e...
DEGRADATION LAWS OF MECHANICAL PROPERTIES FOR PROFILED STEEL SHEETS IN ACCELERATED CORROSION ENVIRONMENTS
XU Jimin, XING Kuntao, GAO Xiangyu, GUO Xiaohua, WANG Ling
2021, 51(1): 163-168. doi: 10.13204/j.gyjzG201908130001
Abstract:
The profiled steel sheet specimens with different thickness and corrosion degrees were obtained by accelerated corrosion tests. Based on the three-dimensional surface forms and tensile test results, the variation law of surface roughness parameters w...
CONSTRUCTION TECHNOLOGY FOR LUNAR BASES USING LUNAR IN-SITU RESOURCES
FENG Peng, BAO Charun, ZHANG Daobo, YUE Qingrui, QI Junfeng, ZUO Yang
2021, 51(1): 169-178. doi: 10.13204/j.gyjzG20090813
Abstract:
The construction of lunar bases is of great significance for long-term human presence on the moon. The environmental and resource conditions regarding lunar base construction were reviewed and researched. It was demonstrated that the in-situ construc...
ANALYSIS ON BLAST-RESISTANT PERFORMANCES OF CONCRETE-FILLED STEEL TUBE COLUMNS CONFINED WITH FRP UNDER AXIAL COMPRESSION
LIU Lan, WANG Lijing, GUO Hong, CHENG Zhi
2021, 51(1): 179-186,193. doi: 10.13204/j.gyjzG20022803
Abstract:
In order to study the blast-resistant capacity of concrete-filled steel tube columns confined with fiber-reinforced polymer(FRP) under axial compression, the numerical simulations and analysis on the dynamic response of 16 axial compressive column sp...
MECHANICAL PROPERTIES OF BASALT-FIBER-REINFORCED CONCRETE CONFINED WITH BFRP
LIU Xiaofeng, ZHANG Ying, YAN Shutao, RONG Hui
2021, 51(1): 187-193. doi: 10.13204/j.gyjzG19122610
Abstract:
To confine concrete with fiber-reinforced polymer (FRP) can greatly improve the mechanical properties of concrete, which has been used in some application. However, the brittle failure of concrete confined with FRP restricted its application in some ...
DYNAMIC RESPONSE ANALYSIS OF AN INDUSTRIAL BUILDING OF HYBRID STRUCTURE UNDER THE ACTION OF EARTHQUAKES
WANG Jiangang, ZHANG Qing, LI Zhijun, ZHANG Xinyue, LIU Yuanying, MEI Yuan
2021, 51(1): 194-199. doi: 10.13204/j.gyjzG20082807
Abstract:
In order to study seismic responses of industrial workshops with SRC hybrid structure, an actual industrial workshop was simulated and analyzed by the finite element software SAP2000. Through modal analysis, response spectrum analysis, elastic time-h...