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

2022 Vol. 52, No. 9

Display Method:
Mechanical Properties of Double-Tube Seawater and Sea Sand Concrete Columns with Built-in CFRP Tubes Under Axial Compression
MOU Kun-ting, WEI Yang, WANG Gao-fei, DONG Feng-hui, ZHENG Kai-qi
2022, 52(9): 1-9. doi: 10.13204/j.gyjzG22030410
Abstract:
In order to solve the corrosion problems caused by seawater and sea sand concrete in the engineering practice and enhance the seismic performance of structure, a novel structure called double-tube seawater and sea sand concrete columns with built-in ...
Axial Compression Experiments on Assembled Columns of CFRP Bilateral Flexible Flange Tubes
LIU Cheng-lin, LI Feng, LI Ruo-yu
2022, 52(9): 10-17. doi: 10.13204/j.gyjzg22011918
Abstract:
In order to realize rapid longitudinal connection of composite thin-walled circular tubes, a lightweight all-composite flange joint was proposed. Three specimens were subjected to axial compression tests. Load-axial displacement curves were obtained,...
Research on Bearing Performance of Multi-Bundle Parallel CFRP Cable Anchorage System
WANG Zi-hao, LI Cheng-gao, XIAN Gui-jun, XIONG Hao, BAI Jie, XU Guo-wen
2022, 52(9): 18-27. doi: 10.13204/j.gyjzG22022314
Abstract:
Compared with the steel wires, carbon fiber reinforced polymer (CFRP) composite has the excellent properties, such as light weight, high strength, superior corrosion, fatigue and creep resistance. When CFRP are used in civil engineering structures, t...
Experimental Research on Mechanical Properties of Fiber-Reinforced Self-Compacting RPC Long Columns Restricted to GFRP Tubers Under Axial Compression
ZHU Ming-qiao, DONG Jia-rui, LI Zhi
2022, 52(9): 28-34. doi: 10.13204/j.gyjzG21060603
Abstract:
A steel fiber-reinforced self-compacting reactive powder concrete with greater than 255 mm flowability was proposed. Seven fiber-reinforced self-compacting RPC long columns restricted to GFRP tubes were designed. Their mechanical properties under axi...
Experimental Research on Flexural Properties of Chopped Basalt Fiber Reinforced Concrete Beams
ZHANG Jin-tao, LIU Qian, GUO Rui
2022, 52(9): 35-41,9. doi: 10.13204/j.gyjzG21080406
Abstract:
Basalt fiber is added into the concrete substrate as a reinforcing material to form a cement composite which calls basalt fiber reinforced concrete (BFRC). Taking the aspect ratio of basalt fiber as the test variable, the four-point bending static lo...
Effect of Basalt Fiber on Impact Resistance of Rubber Concrete
WEI Kun-lun, LI Shuang-xi
2022, 52(9): 42-47,128. doi: 10.13204/j.gyjzG22031210
Abstract:
In order to study the effect of basalt fiber (BF) on the impact resistance of acicular rubber concrete, the impact resistance of acicular rubber concrete with different BF content, and lengths was analyzed through drop weight impact test, its microst...
Experimental Research on Chloride Penetration Resistance of Calcium Sulfate Whisker and Basalt Fiber Concrete
LI Chen-chen, ZHANG Wen-bin, ZHANG Pu, LI Chun-yue
2022, 52(9): 48-52,66. doi: 10.13204/j.gyjzg21112207
Abstract:
Rapid chloride ion migration coefficient method(RCM)was used to measure the unsteady migration coefficient of chloride ion in concrete, so as to evaluate the resistance of concrete to chloride penetration. The effects of basalt fiber with different v...
Digital Construction for Minimal Surface Shells from Mathematical Models to Mechanical Models
SU Chao-hao, ZHANG Shu-jian, HE Yong-peng, CHEN Qing-jun
2022, 52(9): 53-59,79. doi: 10.13204/j.gyjzG21090209
Abstract:
The minimal surface generated by mathematical formulas and algorithms, which has special mathematical aesthetic feelings and artistic states, provides novel and rich creative themes for architectural space. However, due to its high complexity of shap...
An Exploration of Multi-Functional Transformation Mode of “Sports+X” for Old Industrial Buildings
CHEN Bo-xu, LI Ling-ling, YU Si-tong
2022, 52(9): 60-66. doi: 10.13204/j.gyjzG21090603
Abstract:
In view of the current situation of low utilization ratio and poor accessibility of sports buildings, the paper explored the combination of old industrial buildings and sports functions from the perspective of the stock of buildings, compared the for...
Research on Flexural Properties of Reinforced Truss Spontaneous-Combustion Coal Gangue Concrete Composite Slabs
WANG Qing-he, LIU Yu-ting, XU Di-shun, ZHANG Li-jia, ZHOU Zhang-qun
2022, 52(9): 67-73,93. doi: 10.13204/j.gyjzG22032906
Abstract:
Coal gangue is a typical kind of solid waste produced during the process of coal mining, and crushing it to replace natural aggregate in concrete can realize its recycling. To study the flexural properties of reinforced truss spontaneous-combustion c...
Experimental Research on Seismic Performance of Core Grouted Concrete Prefabricated Shear Walls with Vertical Mixed Reinforcement on Wall
MENG Fan-lin, YIN Cheng-nuo, XU Shuai, LI Zhao-jie
2022, 52(9): 74-79. doi: 10.13204/j.gyjzg21093002
Abstract:
In order to study the seismic performance of core grouted congruent concrete prefabricated shear walls with vertical mixed reinforcement on the wall, 1 cast-in-place concrete shear wall specimen and 2 core grouted congruent concrete prefabricated she...
Research on Design of Mega Columns of CITIC Tower
GONG Zhen-chao, YANG Yu-biao, CHANG Wei-hua
2022, 52(9): 80-86. doi: 10.13204/j.gyjzg21040102
Abstract:
The mega column design is one of the key points in the structural design of CITIC Tower. The integrated design method of building structure is adopted to control the geometry of the mega-column to realize the unity of architectural effect and structu...
A Prediction Model for Bond Strength Between Concrete and Steel Bars Based on Bayesian Neural Networks
WANG Hai-bo
2022, 52(9): 87-93. doi: 10.13204/j.gyjzg22031516
Abstract:
A new calculation method of bond strength between steel bars and concrete with different aggregate types was proposed. Combined with 748 groups of test data and the introduction to dynamic renewal theories of the neural network, a prediction model wi...
Research on Seismic Isolation and Seismic Reduction of High-Rise Buildings Bases in High Intensity Area
YU Wen-zheng, SUN Bo-feng, YING Wei, DONG Ting-shun
2022, 52(9): 94-100,107. doi: 10.13204/j.gyjzg21052302
Abstract:
The seismic isolation effect of different isolation schemes for high-rise buildings in high-intensity area were compared and analyzed, including single lead rubber bearing isolation, single natural rubber bearing isolation, lead rubber and natural ru...
Analysis of Creep Effect of Prestressed Concrete Continuous Beam Bridge in Construction Process
ZHOU Yan-ling, CAO Da-fu, WANG Kun, GE Wen-jie, LIU Jia-qi
2022, 52(9): 101-107. doi: 10.13204/j.gyjzg21060914
Abstract:
In order to study the creep effect of prestressed concrete continuous beam bridge in the construction process based on cantilever construction method, the construction process of Hai’an Xintongyang Grand Canal was monitored. The approximate calculati...
Experimental Research on Mechanical Properties of High-Strength Aluminum Alloy Bolt Ball Joints Under Axial Tension and Compression
LI Da, ZHU Rui-jie, LI Feng
2022, 52(9): 108-114. doi: 10.13204/j.gyjzG20121908
Abstract:
To study the mechanical properties of aluminum alloy bolt ball joint used in composite space truss structures under axial compression, tensile and compression tests of aluminum alloy ball joints with high-strength stainless steel bolts and high-stren...
Research on Temperature Field and Temperature Effect of LNG Stainless Steel Storage Tanks Exposed to Solar Radiation
YANG Yi-xin, ZHOU Ting, LIU Hong-bo, WANG Xin-yan
2022, 52(9): 115-120. doi: 10.13204/j.gyjzG22041108
Abstract:
The construction period of LNG stainless steel storage tank is generally 6 to 8 months. During the construction, the steel surface is affected by solar radiation and the temperature effect will affect the structure. Through the finite element simulat...
Research on Shear Connection Performance of Prefabricated Steel-Concrete Composite Beams
WANG Ning, YAN Jing-liang, LIU Xiao-gang, YUE Qing-rui, ZHENG Ming-zhao
2022, 52(9): 121-128. doi: 10.13204/j.gyjzg22030601
Abstract:
In order to investigate the performance of shear connections of new profabricated steel-concrete composite beam, 4 types of shear connection construction were designed, including connections with local laminated region, with UHPC (ultra-high performa...
Research on Buckling of Webs of Castellated Composite Beams Under Negative Bending Moment
JIA Lian-guang, TANG Kang, JIAO Yu-ming, ZHAO Yi-min
2022, 52(9): 129-137. doi: 10.13204/j.gyjzg21081705
Abstract:
In order to study the buckling performance of webs of castellated steel-concrete composite beams under the combined action of negative bending moment and shear force, two castellated steel-concrete composite beams and one castellated steel beam were ...
Research on Tensile Bearing Capacity of Joints of Concrete-Filled Square Steel Tubular Columns with Built-in Hooks and Bending Plates
LIU Xue-chun, MENG Kun
2022, 52(9): 138-146. doi: 10.13204/j.gyjzg21072201
Abstract:
A new type of column-column connection is proposed, which is composed of upper and lower steel tubular columns, hooks and bending plates. There is no need to weld between the upper and lower columns, which can effectively improve the construction eff...
Research on Neural Network Analysis Model of Bearing Capacity of Steel Tubed Steel Reinforced Concrete Cylinder
LIU Jian, ZHAO Yu, WANG Fei-cheng, LIU Zhang-jiang, CENG Rong-sen, ZHOU Guan-gen, QI Yu-liang, REN Da, CHEN Yuan, XIAO Hai-peng, PENG Lin-miao
2022, 52(9): 147-152,120. doi: 10.13204/j.gyjzg22010519
Abstract:
According to the existing calculation formula of the bearing capacity of steel tubed steel reinforced concrete (TSRC) columns under axial and eccentric compression, the neural network analysis model of the bearing capacity of TSRC columns under axial...
Experimental Research on Post-Fire Mechanical Properties of H-Steel Beam to Column Connection with Restraint at Beam Ends
LIU Lian-bo, WANG Xin-tang, ZHOU Ming, ZHU Jie, ZHANG Jia-liang
2022, 52(9): 153-160. doi: 10.13204/j.gyjzG22030702
Abstract:
The quasi-static test was carried out on 6 sets of H-steel beam to column connections with restraint at beam ends (JD2-2 had not passed the fire test), hysteretic curves and skeleton curves of joints were obtained, the bearing capacity, stiffness deg...
Research on Simplified Method of Seismic Response Analysis Method for Steel Reinforced Concrete Spatial Frames with Special-Shaped Columns
MAO Dong-xu, LIU Zu-qiang, XUE Jian-yang, ZHANG Feng-liang, CHEN Li-ying
2022, 52(9): 161-169. doi: 10.13204/j.gyjzg20112911
Abstract:
In order to simplify the seismic response analysis model of the steel reinforced concrete spatial frame with special-shaped columns, a two-direction two-bay eight-story steel reinforced concrete spatial frame with special-shaped columns was taken as ...
Finite Element Analysis of Seismic Performance of Outer-Ring Cover Plate Joints Between Concrete-Filled Square Steel Tubular Column with Built-in I-Shaped CFRP and Steel Beam
LI Guo-chang, JI Da-cang, QIU Zeng-mei
2022, 52(9): 170-177,185. doi: 10.13204/j.gyjzG21090615
Abstract:
Considering the difficulty of construction and low assembly degree of ring plate outer joint, a new type of ring plate beam column outer joint was proposed. The force transfer mechanism, yield mechanism, failure mode, stiffness and energy dissipation...
Investigation of Influence of Fishscale Cladding and Aerodynamic Interference on Wind Load and Wind-Induced Response of a Chimney
JIN Xin, HUANG Dong-mei, YAO Ming-zhi, LI Xiao-han
2022, 52(9): 178-185. doi: 10.13204/j.gyjzg21091006
Abstract:
The wind-induced effect is one of the important control factors of chimney in design. A chimney with rectangular section (about 100 meters high) located in Wuhan is decorated with fishscale surface, which can not only play a decorative effect, but al...
Research on Influence of Roughness on Shear Characteristics of Interfaces Between Frozen Soil and Structures
CHEN Hang-jie, HE Fei, WANG Xu, CHEN Ming-wei
2022, 52(9): 186-192,213. doi: 10.13204/j.gyjzG22012005
Abstract:
Large scale construction projects have been carried out on varieties of cold areas with deepening of the Western Development and the Northeast Revitalization Strategy. To ensure the life of construction projects and maintain their normal working stat...
Stability Analysis of Surrounding Rock Based on the Ubiquitous Joint Model
WANG Hao, JIANG An-nan, ZHENG Shuai, LIU Lin-tao, ZHAO Ya-wei
2022, 52(9): 193-197. doi: 10.13204/j.gyjzg21082515
Abstract:
In order to explore the influence of joint factors on the stability for surrounding rock of pilot tunnels under the construction of underground station by the pile-beam-arch approach. Against the background of Yatai Street Station in Changchun, the p...
Study on Heat Transfer Characteristics of Energy Piles in Stratified Seepage Soil
CHEN Xi, TONG Meng-yu, ZHANG Zheng-wei
2022, 52(9): 198-205. doi: 10.13204/j.gyjzG21082101
Abstract:
Taking energy piles as the reasearch object, combined with the actual geological layered seepage, the differential equation for heat transfer of energy piles was established according to the principle of energy conservation. The excess temperature eq...
Analysis of Interaction Between Test Piles and Reaction Piles of Super-Long Large Diameter Piles in Static Loading Tests
CAO Wen-zhao, YANG Zhi-yin, WANG Xue-yang
2022, 52(9): 206-213. doi: 10.13204/j.gyjzG21082505
Abstract:
Based on an engineering case of static load tests on super-long large-diameter cast-in-place piles by the method of reaction piles combined the stacking loads, the effect of reaction piles and stacking weight on settlement of test piles was discussed...
Seismic Dynamic Analysis of Free Fields and Comparisons of Influence Factors in Underground Engineering
CHI Heng
2022, 52(9): 214-218,160. doi: 10.13204/j.gyjzg21062506
Abstract:
Seismic response analysis on underground engineering must consider the dynamic interaction between structures and foundation, in which the free field response analysis of soil strata is an essential issue to determine the seismic input. Studying free...
Construction Sequence Optimization of Overlap Shield Tunnel Beneath Water Supply Pipe in Close Distance
XUE Yong-jian, ZHU Xu-hui, WANG She-jiang, ZHANG Ya-yong, WU Feng, ZHAO Jin-hui
2022, 52(9): 219-223,146. doi: 10.13204/j.gyjzG22062508
Abstract:
Based on the overlap shield tunnel beneath the water supply pipe between Xiandaidadao Station and Loujiangdadao Station of Suzhou Metro Line 3, numerical method was used to analyze the mechanical properties of new structure-existing structure-earth’s...
Research on Creep Characteristics of Concrete Under Biaxial Compressive Stresses
RONG Hua, FAN Xing-lang, GENG Yan, DONG Wei
2022, 52(9): 224-228. doi: 10.13204/j.gyjzG22062006
Abstract:
The structures of nuclear containment vessel usually work under biaxial pre-compressive stresses. The existed uniaxial creep theory cannot be used to calculate the creep deformation of concrete under biaxial compressive stresses. Considering the effe...
Effects of Mixed Metakaolin and Silica Fume on Mechanical Properties of EPS Concrete
CHEN Xiao, WANG Xiu-li, HOU Hong-jie, MA Yun-long, PAN Xu-bin, HU En-jin
2022, 52(9): 229-233. doi: 10.13204/j.gyjzG22041823
Abstract:
In order to study the effect of different dosages of metakaolin and silica fume on the physical and mechanical properties of EPS concrete, metakaolin and silica fume with different contents were used as auxiliary cementing materials, and the contents...
Experimental Research on Basic Mechanical Properties of Brick Aggregate Geopolymer Recycled Concrete
ZHENG Ju-huan, LIU Ru-yue, YAN Gui-yun, WANG Di, LIU Xian-cheng
2022, 52(9): 234-240. doi: 10.13204/j.gyjzG22070207
Abstract:
To promote the reuse of wasted clay bricks produced by the buliding demolition, 45 geopolymer recycled brick aggregate concrete (GRBAC) specimens (15 cubic specimens and 30 prism specimens)with different replacement ratios of brick aggregates (BA) (0...