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

2023 Vol. 53, No. 6

Display Method:
Optimizational Analysis on Structural Parameters and Study on Practical Deformation Analysis Methods for High-Rise Pile Cap Foundations of Offshore Wind Turbines
ZHOU Xuhong, LUO Yintao, WANG Wenling, WANG Yuhang, LU Yao
2023, 53(6): 1-12. doi: 10.13204/j.gyjzG23022210
Abstract:
The impact of diameters of piles, wall thickness of tubular steel piles and layout radii of piles for high-rise pile cap foundations of offshore wind turbines on the static performances and load effects of piles were analyzed by the SESAM software. T...
Study on Horizontal Load-Bearing and Deformation Performances of Monopile Foundations for Offshore Wind Turbines Based on In-Situ Static Load Tests
LI Zhenling, QIN Siyuan
2023, 53(6): 13-18. doi: 10.13204/j.gyjzG22122304
Abstract:
The horizontal bearing capacity and deformation characteristics for monopile foundations of offshore wind turbines directly influenced the stability and safety of the whole structure and wind turbine operation. In order to study the horizontal bearin...
Influence of Contents of Fine Particles in Marine Soil on Dynamic Stability of Wharfs
LYU Chuanli, HAN Qiting, WANG Yi, WANG Qigui
2023, 53(6): 19-24. doi: 10.13204/j.gyjzG22060620
Abstract:
A series of triaxial consolidated undrained shear tests were conducted on marine soil with different contents of fine particles, and the influence of contents of fine particles on nonlinear deformation properties of marine soil was obtained. The resu...
Analysis on the Vertical Bearing Capacity of Anchorage Foundations with Wellhead Suction Anchors Based on CEL Method
SUN Kai, LI Bo, KOU Beibei, MI Yuqi, LI Jing, LI Bin, MA Huihuan
2023, 53(6): 25-30. doi: 10.13204/j.gyjzG22071601
Abstract:
The wellhead suction anchor has been first used in the second round of trial production tests for natural gas hydrates in China. Be directed against anchorage foundations with wellheed suction anchors, the mechanism of the foundation under vertical l...
Numerical Analysis on Influence of Sinking Processes of Immersed Tube Tunnels on Stability of Seabed Foundation Trench Slopes
NIU Ben, CHEN Weiyun, LIU Zhijun, WANG Dan
2023, 53(6): 31-36. doi: 10.13204/j.gyjzG22102905
Abstract:
The stability evaluation of foundation trench slopes of immersed tube tunnels in the marine dynamic environment has an important research value. As a key link in the construction process of immersed tube tunnels, the sinking of tube segments of tunne...
Prediction of Marine Soil Porosity Based on Ensemble Kalman Filters
WANG Mingyuan, ZHANG Guo, PAN Sunjuexu, TAO Yuanqin
2023, 53(6): 37-42. doi: 10.13204/j.gyjzG22052707
Abstract:
To estimate parameters of physical and mechanical properties of marine soil correctly plays a significant role in ensuring the safety of ocean engineering. A probabilistic prediction method was proposed, based on the Ensemble Kalman Filters and combi...
Protection and Renewal Strategy for the Railway Heritage Zone in Mega Cities Under the Background of Urban Regeneration
SHI Yin, CHEN Peng
2023, 53(6): 51-58,12. doi: 10.13204/j.gyjzG21081207
Abstract:
Under the background of focusing on urban regeneration and improving the quality of the stock spaces, how to better reuse railway heritage in China’s mega cities is a key to achieve the goal of high-quality development. Through the analysis of intern...
Research on Correlation Mechanism of Commercial Space Vitality Based on Multi-Source Data
XIAO Jiaqi, XUAN Wei, KONG Ziran, ZHAO Liwei, YAO Yuchao
2023, 53(6): 59-65. doi: 10.13204/j.gyjzG22082309
Abstract:
The development of a multi-source data analysis system has broadened the perspective of urban commercial space research, but discussions on the vitality of commercial space often focus on a single dimension of the built-up environment or social netwo...
Layout Optimization of Walkways in Mixed Urban Residential and Industrial Land-Use Block
GUO Yang, HU Xijun
2023, 53(6): 66-74. doi: 10.13204/j.gyjzG21061804
Abstract:
To resolve the contradiction between pedestrian and motor vehicle traffic in mixed urban residential and industrial land-use blocks, this study established a set of models for the quantitative analysis of spatial movement based on the principle of sp...
Research on Spatial Forms and Types of Subway Entrances and Exits in Hot-Summer and Cold-Winter Areas
WANG Wei, ZHANG Lei, CHENG Xinyue
2023, 53(6): 75-83. doi: 10.13204/j.gyjzG22081308
Abstract:
The spatial morphology of urban metro entrances and exits is essential in optimizing metro design and its built-up environment improvement. Based on literature research, satellite remote sensing and field research, the paper analyzed the typology of ...
Research on Energy-Saving Design of Office Building Forms in Cold C-Region Based on Daylighting and Thermal Performance
CAO Dun, HAO Zhanguo, DING Yang, WEI Wei
2023, 53(6): 84-90,121. doi: 10.13204/j.gyjzG22122307
Abstract:
Large office buildings in severe cold regions have high energy consumption and great energy-saving potential. It is of typical and practical significance to study the law of building form energy-saving design. From the perspective of day-lighting and...
Research on Construction and Application of Comprehensive Information Database of Modern Silk Industrial Heritage in Hangzhou-Jiaxing-Huzhou Area
LIU Fuying, SONG Zhiqiang, QIANG Wei, HU Shunjiang
2023, 53(6): 91-99. doi: 10.13204/j.gyjzG22091808
Abstract:
The research summarized the development and evolution process of silk industry in Hangzhou-Jiaxing-Huzhou area, defined the research scope of modern silk industrial heritages in Hangzhou-Jiaxing-Huzhou area from three aspects: time, space and type, p...
Calculation of Effective Axial Stiffness of Cracked Reinforced Concrete Tension-Flexure Members Under Temperature Reduction
CHEN Tao, JIN Chenhua, ZHANG Ke, DIAO Zhiwei, WU Chang, MENG Shaoping
2023, 53(6): 100-104,74. doi: 10.13204/j.gyjzG21120701
Abstract:
The effect of temperature on ultra-long concrete structures is very significant. Bending cracks may occur on the structure under service loads, while the tensile stress generated by temperature effect will further crack the structures, and thus the s...
Experimental Study on Temperature Field of Cylindrical Concrete Caissons Under Surrounding Temperature
CHEN Yu, LIN Xijie, LYU Yang, HUANG Xin, LI Changhui, AN Yanyong
2023, 53(6): 105-110,147. doi: 10.13204/j.gyjzG20100901
Abstract:
An experiment scheme for monitoring the temperature field of cylindrical concrete caisson outer wall under surrounding temperature was designed, which was built at Yingkou Port in northeast China. The 7-day continuous monitoring of concrete temperatu...
Research on Influence Coefficient and Displacement Amplification Factor of High-Strength Steel Composite Y-Type Eccentrically Braced Structures
LI Shen, ZHANG Yuanshuo, LI Xiaolei, TIAN Jianbo, DU Ningjun
2023, 53(6): 111-121. doi: 10.13204/j.gyjzG20040807
Abstract:
The high-strength steel composite Y-type eccentrically braced structure is a new type structure. Ordinary steel (fy≤345 MPa) is utilized in links to ensure the structure has good plastic deformation capacity under strong earthquake, and high-strength...
Research on Bending Properties of Steel Girder Based on Segmental Construction Technique
CHANG Shan, ZHANG Hailong, YANG Ming, CHEN Zhang, LU Xuzhao
2023, 53(6): 122-128. doi: 10.13204/j.gyjzG22031808
Abstract:
According to the excellent characteristics of steel structure, a kinds of steel girder with segmental assembly and web opening, truss-ring girder, was presented. Based on the theory of Timoshenko beam, the deflection of truss-ring girder under vertic...
Experimental and Finite Element Analysis of New Type of Cross-Shaped Gusset-Plate Support Connections to Slotted Tubular Memebers
YU Jinghai, HAN Ping, LI Luchuan, YAN Xiangyu, ZHAO Siyu
2023, 53(6): 129-137. doi: 10.13204/j.gyjzG20121409
Abstract:
In order to investigate the mechanical properties and failure mechanism of the new type of gusset-plate connections to slotted tubular members, four specimens of this kind of joint were designed for monotonic static loading test. The test parameters ...
Stduy on Mechanical Properties of Steel Frame Structures with Rotational Friction Damper
ZHAO Zhiyuan, WANG Yan, ZHANG Haibin
2023, 53(6): 138-147. doi: 10.13204/j.gyjzG21072206
Abstract:
In order to study the seismic performance of steel frame with rotational friction damper parameters, the finite element calculation model of rotational friction damper was established by using ABAQUS. The seismic mechanism of the structure was analyz...
Research on Wind-Induced Responses of a Solar Tower in CSP Station Based on Aeroelastic Model Test
XING Guolei, LI Shouying, WU Yingqiang, LIU Min, WANG Yongfeng
2023, 53(6): 148-152,160. doi: 10.13204/j.gyjzG21101208
Abstract:
The solar tower in CSP (concentrating solar power) station is usually characterized by large height-width ratio, low frequency and small damping which makes its response is rather sensitivity to wind loads. In order to study the wind-induced response...
Design Methods for Static Performance of Steel-Bars Truss Slabs Considering Effects of Profiled Steel Sheets
DU Wei, WANG Wenfu, FANG Minjie, ZHOU Hua, WEI Hua, WANG Qinghe
2023, 53(6): 153-160. doi: 10.13204/j.gyjzG22110911
Abstract:
To investigate the effects of profiled steel sheets on the flexural capacity, short-term and long-term stiffness of steel-bars truss slabs, typical design methods for reinforced concrete slabs and composite steel-concrete slabs were first summarised ...
Finite Element Analysis of Steel-Concrete Composite Bridges Under Jacking Construction Without Temporary Piers
ZHANG Peng
2023, 53(6): 161-170. doi: 10.13204/j.gyjzG22093006
Abstract:
In order to solve the situation that it is impossible to install temporary piers in the bridge span for special reasons such as flood season, a kind of walking jacking construction without temporary piers scheme for long-span steel-concrete composite...
Research on Numerical Simulation of Fire in the Back Hall of Yangxin Hall of the Palace Museum Based on FDS
LIU Jinzhou, DU Haijiang, WANG Bo, LI Yue
2023, 53(6): 171-180. doi: 10.13204/j.gyjzG22031003
Abstract:
In order to provide data support for the fire protection work of the Back Hall of Yangxin Hall (hereinafter referred to as the Back Hall), and provide useful guidance for the fire safety management of ancient wooden structures in China, the fixed fir...
Experimental Study on Effective Preloading Performance of Prestressed Concrete with Given Water Content at Different Ultralow Temperatures
SHI Xudong, HAN Yuanhai, TIAN Jialun
2023, 53(6): 181-186,193. doi: 10.13204/j.gyjzG22052706
Abstract:
Through the experiments of concrete with normal water content experiencing cryogenic temperatures of 0 ℃, -20 ℃, -40 ℃, -60 ℃, -80 ℃, -100 ℃, -120 ℃, -140 ℃ and -160 ℃, the changing regularity of the preloading stress of prestressed concrete under di...
Experimental Research on Mechanical Properties of Recycled Concrete Immersed in Chloride Solution
ZHOU Jinzhi, FU Tiantian, SHUANG Ziyang, ZHOU Chenxu, ZHOU Yadong
2023, 53(6): 187-193. doi: 10.13204/j.gyjzG20101007
Abstract:
The specimens of concrete (C), recycled concrete (RC), steel fiber reinforced recycled concrete (SFRC) and silicon carbide recycled concrete (SiCRC) at different soaking ages were studied by compression test and splitting tensile test. Four types of ...
Mix Proportion Optimization and Microstructure Analysis for Geopolymer Grouting Material Based on Response Surface Methodology
FAN Lidan, YANG Jie, YU Yongqiang, ZHANG Jiyun, TANG Jinzhao, SU Zhouhu
2023, 53(6): 194-201. doi: 10.13204/j.gyjzG22122706
Abstract:
It is of great significance for geopolymer grouting material as a low-carbon material to replace high energy consumption cement-based grouting material in tunnel reinforcement engineering. In order to reasonably design the ratio of slag-based geopoly...
Experimental Research on Shear Fatigue Performance of Concrete Beams Reinforced with CFRP Strip Stirrups
DING Xiaobo, WU Meizhong, FANG Wujun, YUAN Fang, GUO Shijie, LI Weiwen, TANG Shiying
2023, 53(6): 202-208,42. doi: 10.13204/j.gyjzG22081906
Abstract:
In order to study the shear fatigue performance of concrete beams using CFRP strips instead of steel stirrups, constant-amplitude fatigue experiment was carried out on 4 concrete beams reinforced with CFRP strip stirrups and 2 concrete beams with ste...
Research on Mechanical Properties of FRP-Constrained Geopolymeric Recycled Concrete Mixed with Tailing Powder Under Axial Compression
MAO Zhijie, HUANG Liang, WU Yue, ZENG Linghong, DENG Peng, LI Yin
2023, 53(6): 209-217. doi: 10.13204/j.gyjzG22061601
Abstract:
Aiming at the defects of low strength and ductility of recycled aggregate, low utilization rate of tailings and relative brittleness of geopolymer concrete, fiber reinforced polymer (FRP) was adopted to restraint concrete for enhancing the utilizatio...
Research on Comprehensive Evaluation Method for Long-Span Steel Structure Monitoring Based on AHP
WU Jinliao
2023, 53(6): 218-223,24. doi: 10.13204/j.gyjzG23042307
Abstract:
In view of the problem of comprehensive evaluation for the safety state of long-span space steel structures, a three-level comprehensive evaluation index system for monitoring long-span steel structures was established, in which the criterion layer i...