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. 5

Display Method:
RESEARCH ON INTELLIGENT PREDICTION METHOD OF PRESTRESSED CABLE FORCE BASED ON DIGITAL TWINS
LIU Zhansheng, SHI Guoliang, WANG Jingchao
2021, 51(5): 1-9,123. doi: 10.13204/j.gyjzG20110502
Abstract:
Aiming at the problem of low accuracy and intelligence of cable force prediction in the cable tensioning process, an intelligent prediction method of prestressed cable force based on digital twins was proposed. According to the current research statu...
AUTOMATIC IDENTIFICATION OF DYNAMIC PROPERTIES OF COMPLEX ENGINEERING STRUCTURES BASED ON DISTRIBUTED SYNCHRONOUS ACQUISITION METHOD
HU Weihua, TANG Dehui, XU Zengmao, LU Wei, TENG Jun
2021, 51(5): 10-15. doi: 10.13204/j.gyjzG20111112
Abstract:
In recent years, the overall scale, construction speed, complexity and difficulty of engineering construction in China are unprecedented. Large-scale complex structures have exceeded the structural design specifications in terms of complexity, struct...
RESEARCH ON SAFETY MONITORING OF IN-SERVICE SPATIAL GRID STRUCTURE AND MEMBER DEFORMATION INDEX
LIU Yufei, FAN Jiansheng, WEI Xiaochen, LIU Xiaogang, YANG Jianping
2021, 51(5): 16-21,36. doi: 10.13204/j.gyjzG20102908
Abstract:
The spatial grid structure is one of the main structural forms of urban public buildings, which plays a vital role in the public life or transportation lifeline of citizens, and its safety guarantee has important social and engineering significance. ...
PRECISE MEASUREMENT METHOD OF INITIAL GEOMETRIC IMPERFECTIONS OF STEEL STRUCTURAL MEMBERS USING THREE-DIMENSIONAL LASER SCANNING
ZOU Yichong, HU Lili, FENG Peng, LI Qingwei, TENG Mingrui
2021, 51(5): 22-29. doi: 10.13204/j.gyjzG20110602
Abstract:
Initial geometric imperfection of steel structure is an important factor that affects mechanical performance, construction and installation. Traditional measurement methods have shortages such as low efficiency, incomplete data, and insufficient accu...
A CONCRETE CRACK RECOGNITION METHOD BASED ON PROGRESSIVE CASCADE CONVOLUTION NEURAL NETWORK
LU Jiaqi, YAO Zhidong
2021, 51(5): 30-36. doi: 10.13204/j.gyjzG20112504
Abstract:
Convolution neural network method of deep learning is a high robust method for image crack recognition at present, which is mainly divided into sliding window method and image segmentation method. Sliding window method has the problems of low precisi...
APPLICATIONS OF ULTRASONIC NONDESTRUCTIVE TESTING TECHNIQUE IN ANCIENT BUILDING TESTING: TAKE THE LINTELS OF THE MAIN HALL OF ANCESTOR'S MONASTERY OF THE SHAOLIN TEMPLE AS AN EXAMPLE
LIU Yifan, LI Zherui, ZHANG Xiaolan, TENG Qicheng, YAO Ziyin, HOU Tongyu, KITAMORI Akihisa, LYU Hongyi, QUE Zeli
2021, 51(5): 37-43. doi: 10.13204.j/gyjzG20112202
Abstract:
Ancestor's Monastery, as one of the representative buildings of "The Center of Heaven and Earth" in Dengfeng city, has an important historical value. As the main hall of Ancestor's Monastery, it is the earliest wooden structure in the ancestor's mona...
FINITE ELEMENT ANALYSIS OF FLEXURAL BEHAVIOR OF DAMAGED RC BEAMS REINFORCED BY FRP
GAO Ziqi, ZHANG Jintao, ZHANG Hao, HAO Han, GUO Rui
2021, 51(5): 44-50,43. doi: 10.13204/j.gyjzG20110321
Abstract:
This paper mainly studied the flexural behavior of damaged RC beams reinforced by FRP grids. A control beam was designed for a four-point bending test in this study. Based on the test data, a finite element model for analyzing the reinforcement effec...
RESEARCH ON BONDING PERFORMANCE BETWEEN REBAR AND POLYMER CEMENT MORTAR AFTER BEING SUBJECTED TO HIGH TEMPERATURES
DENG Jun, HUANG Haifan, XIE Yan, CHEN Jianhua
2021, 51(5): 51-55,62. doi: 10.13204/j.gyjzG20102907
Abstract:
Polymer cement mortar (PCM) has been widely used in the reinforcement of reinforced concrete structure because of its good bond with concrete, but the law of bond degradation between PCM and rebar at high temperatures is still unclear. Experimental s...
EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF T-SHAPED PREFABRICATED CONCRETE SHEAR WALL CONNECTED WITH A VERTICAL SEAM
LYU Yuangui, HU Longping, ZHANG Xiangchao, ZHANG Heng, LI Jianchuang, YU Min, CHI Yin
2021, 51(5): 56-62. doi: 10.13204/j.gyjz201908300010
Abstract:
A new type of prefabricated concrete shear wall, which is connected by the dark beam with a vertical seam, was proposed to reduce the quantity of cast-in-situ concrete in the edge members of the shear wall, and it also can facilitate the construction...
RESEARCH ON SEISMIC PERFORMANCE OF MULTI-STOREY FRAME STRUCTURE WITH MULTI-STOREY UNBRACED COLUMNS
HAN Mingming, FU Yangqiang, WANG Yue
2021, 51(5): 63-69. doi: 10.13204/j.gyjzG20011903
Abstract:
Taking a five-story reinforced concrete frame structure as an example, the structural properties were compared and analyzed by using YJK and PERFORM-3D programs, and the seismic perfomance of the frame structure with multi-storey unbraced columns and...
STUDY ON FLEXURAL BEHAVIOR OF WASTE FIBER RECYCLED CONCRETE BEAMS
ZHOU Jinghai, LIN Dongye, KANG Tianbei, LIU Yu
2021, 51(5): 70-75,107. doi: 10.13204/j.gyjzG20060810
Abstract:
To study the flexural behavior of waste fiber recycled concrete beams, the static loading test of beams were carried out with the replacement rate of recycled aggregates for 0, 50%, 100%, and the volume of waste fiber blending with 0, 0.08%, 0.12%, a...
EXPERIMENTAL RESEARCH ON BASE ISOLATION MODEL OF OVER-TRACK HIGH-RISE BUILDINGS USING A NEW TYPE OF BEARING
TANG Kangsheng, WU Yan, SHENG Tao, CHEN Xiaoming
2021, 51(5): 76-81,163. doi: 10.13204/j.gyjzG20052403
Abstract:
A new type of bearing with vertical stiffness that can be adjusted precisely was designed. A 1/10 scale model was established on the basis of a high-rise building above a subway, and the vibration excitation of subway and road traffic environment was...
RESEARCH ON HYSTERETIC BEHAVIOR OF STEEL FRAMED-TUBE STRUCTURES WITH REPLACEABLE SHEAR LINKS
GUO Yan, LIAN Ming
2021, 51(5): 82-92. doi: 10.13204/j.gyjzG20031809
Abstract:
In steel frame-tube structures (SFTSs), the plastic hinges usually form at column-ends before beam-ends due to the low span-to-height ratio of deep beams, which can lead to lower ductility and energy dissipation capacity of the SFTSs. To address this...
WIND-INDUCED VIBRATION ANALYSIS AND WIND-RESISTANT DESIGN OF A CANTILEVERED STRING STRUCTURE
XIA Liang, ZHANG Mingshan, LI Benyue
2021, 51(5): 93-98,195. doi: 10.13204/j.gyjzG20032402
Abstract:
Taking the cantilevered string structure of a stadium in Pujiang as a research object, the wind vibration response and equivalent static wind load of the structure based on wind tunnel test data were discussed. A finite element model considering the ...
EXPERIMENTAL RESEARCH ON MECHANICAL PROPERTIES OF COLD-FORMED STEEL STUB COLUMNS WITH OPEN SECTIONS AFTER A FIRE
ZHANG Jiahui, GE Zujing
2021, 51(5): 99-107. doi: 10.13204/j.gyjzG20030706
Abstract:
A series of compression tests were conducted at ambient temperature to investigate the mechanical properties of cold-formed steel stub columns after a fire. The test specimens, including three types of 45 stub columns with open sections, were heated ...
STUDY ON CONSTITUTIVE MODEL OF CORE CONCRETE OF RECYCLED AGGREGATE CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER COMPRESSION
LI Jiaqi, CHEN Zhihua, DU Yansheng, WU Yongchuan, LIU Xueshan
2021, 51(5): 108-115,15. doi: 10.13204/j.gyjzG20081506
Abstract:
It is of great significance to introduce manufactured sand and recycled coarse aggregate into concrete-filled steel tubular (CFST) structures to solve the problems of resource shortage and construction waste pollution. However, there are few studies ...
EXPERIMENTAL RESEARCH ON SHORT T-SHAPED STEEL COLUMN WRAPPED WITH CERAMSITE CONCRETE UNDER AXIAL COMPRESSION
LIU Xuechun, DUAN Jiaqi
2021, 51(5): 116-123. doi: 10.13204/j.gyjzG20031020
Abstract:
A kind of T-shaped steel column wrapped with ceramsite concrete was proposed. With the good thermal insulation and impermeability performance of ceramsite concrete, it has been used as covering material to improve column's insulated and fireproof per...
MECHANICAL ANALYSIS OF THE INTEGRAL LIFTING PROCESS FOR A LONG-SPAN AND COMPLEX ASSEMBLED STEEL ROOF
ZOU Kongqing, LIU Guo, WU Yibing, DING Shihong, SONG Zhifeng
2021, 51(5): 124-130,138. doi: 10.13204/j.gyjzG201906170007
Abstract:
The roof of Fengyang Gymnasium is a long-span complex assembled steel structure composed of steel trusses, inner ring grids and steel cables, the height of the structure is 24 m, the span is 82.2 m, and the projected area is about 11 851 m2. Accordin...
STUDY ON HYSTERETIC BEHAVIOR OF MORTISE-TENON JOINTS OF RUBBER REINFORCED WOODEN STRUCTURES
WU Xiufeng, WANG Bo, ZHAI Yongshun, CAO Huidong
2021, 51(5): 131-138. doi: 10.13204/j.gyjzG20031405
Abstract:
Under the seismic action, due to the features of the mortise-tenon joint of tenon-through style wooden structures, the relative rotation may be produced between the mortise and tenon, and the mutual extruding between the mortise and tenon will loosen...
FIELD TESTS OF LARGE DIAMETER PILES SUBJECTED TO LATERAL LOADS IN DEEP SOFT SOILS
HUO Shaolei, ZHU Mingxing, GONG Weiming, DAI Guoliang
2021, 51(5): 139-144. doi: 10.13204/j.gyjzG20070215
Abstract:
In bridge engineering, piles not only bear vertical loads, but also are subjectd to lateral loads such as waves, wind, earthquakes and impact loads impacted by carriers. Based on lateral static load tests of two large-diameter bored piles, the bearin...
IMPROVEMENT OF THE SIMPLE CONVERSION METHOD FOR LOAD-SETTLEMENT CURVES IN SELF-BALANCE TESTS
DU Siyi, LI Chenhui
2021, 51(5): 145-150. doi: 10.13204/j.gyjzG20022605
Abstract:
The simple conversion method is a common method for transform Q-s curves of self-balanced static load tests into curves of traditional static load tests. The calculation accuracy of compression for piles of being pushed-up determined the accuracy of ...
EXPERIMENTAL STUDY ON A NOVEL PILE WITH NEGATIVE FRICTIONAL RESISTANCE-REDUCED ACTIVELY IN COLLAPSIBLE LOESS FOUNDATION
WANG Zhaohui, CHEN Tianlei
2021, 51(5): 151-157,144. doi: 10.13204/j.gyjzG20062403
Abstract:
Be aimed at negative frictional resistance on the pile sides caused by collapsing in collapsible loess zones, two kinds of methods to reduce negative frictional resistauce were designed, which were to wrap piles with linoleum or with steel casing pip...
A FREEZE-THAW DAMAGE MODEL OF CEMENT-SOLIDIFIED SOIL IN SEASONAL FROZEN SOIL ZONES
CUI Honghuan, HE Jingyun, ZHANG Zhenhuan, YANG Xingran, WANG Xiaojing
2021, 51(5): 158-163. doi: 10.13204/j.gyjzG20072406
Abstract:
To explore the laws of fatigue damage for cement-solidified soil under the action of freeze-thaw cycle, the failure modes of strength for cement-solidified soil were defined based on analysis of the stress-strain curves for cement-solidified soil wit...
A NUMERICAL METHOD FOR DETERMINING PRE-CONSOLIDATION PRESSURE
CAI Qingchi, XIE Hankang
2021, 51(5): 164-167,187. doi: 10.13204/j.gyjzG20061201
Abstract:
The Casagrande method is a famous graphic method to obtain pre-consolidation pressure from consolidation test data, in which the one of the procedures is fitting the second half curve of compression curves based on the point of the greatest curvature...
DISSOLUTION BEHAVIOR OF HARMFUL ION IN MARINE SAND
ZHOU Yongxiang, GUAN Qingfeng, LENG Faguang, WANG Jing
2021, 51(5): 168-172. doi: 10.13204/j.gyjzG20041302
Abstract:
To verify the effectiveness of marine sand desalination and the accuracy of testing methods for chloride ion content from marine sand, submarine sand, desalted sea sand and seabeach sand immersed were respectively in three solvents that were deionize...
RESEARCH ON COUPLED AND COORDINATED DEVELOPMENT OF CHINA'S CONSTRUCTION INDUSTRY AND REGIONAL ECONOMY
LIU Xiaojun, WANG Dongxu, HU Wei
2021, 51(5): 173-180. doi: 10.13204/j.gyjzG20010806
Abstract:
On the basis of constructing an evaluation index system for the coupling and coordination of the construction industry and the regional economy, taking various province in China as the research unit, the entropy method and the coupling coordination d...
FATIGUE PERFORMANCE OF CRACKED WELDED CRUCIFORM JOINTS STRENGTHENED BY CFRP
WANG Wujun, JIE Zhiyu, CHEN Chao
2021, 51(5): 181-187. doi: 10.13204/j.gyjzG20011305
Abstract:
Fatigue failure is a common form of failure of welded steel bridges under cyclic loading. In order to extend its life, the cracked structure needs to be strengthened and repaired. Due to its excellent performance, CFRP has been widely used in the rei...
EXPERIMENTAL STUDY ON AXIAL COMPRESSION PERFORMANCE OF SHORT COLUMN COMPOSED OF GFRP TUBE FILLED WITH SELF-COMPACTING AND MICRO-EXPANDED RPC
ZHU Mingqiao, LI Zhi, ZHANG Ziwei
2021, 51(5): 188-195. doi: 10.13204/j.gyjzG20050301
Abstract:
A kind of self-compacting micro-expanded reactive powder concrete (RPC) with high performance and high strength was prepared. The RPC was cured at conventional temperature and its fluidity was greater than 255 mm. The RPC was filled into glass fiber-...
ACOUSTIC EMISSION CHARACTERISTICS OF CIRCULAR CONCRETE COLUMNS CONFINED BY BFRP TUBE UNDER CORE CONCRETE IMPOSED AXIAL LOADS
WANG Huiqing, ZHANG Dashan, ZHANG Jianchun, HUANG Dongqiang
2021, 51(5): 196-203. doi: 10.13204/j.gyjzG20050606
Abstract:
In order to monitor the damage process of confined concrete elements in buildings and establish an early-warning index to predict the failure status in real-time, four experimental tests of circular concrete columns confined by BFRP (Basalt Fiber Rei...
STUDY ON SOIL WORK OF ANCIENT BUILDINGS IN THE FORBIDDEN CITY
ZHOU Qian
2021, 51(5): 204-211,203. doi: 10.13204/j.gyjzG20052404
Abstract:
Soil work refers to the soil construction of foundation engineering of Chinese ancient buildings. To effectively protect Chinese ancient buildings, the foundations in the Forbidden City were taken as examples, their soil work techniques were studied ...