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Experimental Study on Normal-section Bearing Capacity of Steel Reinforced High-strength Concrete L-shape Short Pier Shear Wall Yisheng Su1, a, Jinyun Quan 1, b, Min Cai1, c, Shufang Zheng1,d and Yilu Wu 2,e 1 Structure laboratory of Civil Engineering College, Cuangxi University, Nanning, Guangxi, 530004, China 2 Guangxi Architecture Design and Research Institute of Science, 17 Beida South Road, Nanning, Guangxi, 530011,China asuyisheng@sina.com, bwenqin1900@163.com, c xinernvcm@126.comd, dzhengshufang-41@163.com, e wuyilu@foxmail.com Keywords: Steel reinforced high-strength concrete; L-shaped short pier shear wall; Two-way eccentric compressive load; Bearing capacity of normal section.
The test is conducted in the structure laboratory of Civil Engineering College of Guangxi University.
Therefore, in practical engineering application, we can adopt preferentially the form of trussed steel because the trussed members could save steel compared with the solid-web ones.
In Chinese [6]Zongping Chen, Xide Zhang, Yisheng Su and Hongtie Zhao: Journal of Xi'an Architecture and technology University-Natural Science Edition,2008(001).In Chinese [7]Pinle Zhang, Qingning Li and Xiaolei Li: Journal of Earthquake Engineering and Engineering Vibration, 2010(004).

Experimental Study on Two-side Constraint Steel Plate Shear Wall with Vertical Stiffeners Zaigen Mu1, a, Fujian Zhang1, Qingyuan Shang1 and Liming Li2 1Dept. of Civil Engineering, University of Science and Technology Beijing, Beijing 100083, China 2Beijing SBS Architectural Design Company, Ltd., Beijing 100037, China azgmu@ces.ustb.edu.cn Keywords: two-side constraints; vertically stiffened; steel plate shear wall; seismic behavior.
Introduction Existing research and engineering projects show that as new type of lateral force resisting structural system, steel plate shear wall(SPSW) has a golden prospect, especially in high-rise buildings of the area of high seismic intensity and seismic reinforcement[1-2].
The destruction characteristics of the steel plate shear wall under low cyclic loading, ultimate bearing capacity, ductility, hysteretic behavior as well as the co-destruction mechanism of plate, beams and columns were also assessed and revealed, hoping to provide some reference to its application in engineering.
Test results showed that these structural measures played an important role in the play of overall performance of the structure, which were worth learning in engineering applications.
Journal of Architecture and Civil Engineering, 2009, Vol.26, No.3 [3] Xue M, Lu L W.

Balancing Between Headway and Frequency Scheduling for Bus Service Mohammad Hesam Hafezi1,a and Amiruddin Ismail2,b 1Faculty of Engineering, Department of Civil Engineering, Islamic Azad University, Central Tehran Branch, Tehran, Iran 2Sustainable Urban Transport Research Centre (SUTRA)/, Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia,43600 UKM Bangi, Selangor Darul Ehsan, Malaysia a hafezi23@eng.ukm.my, b abim@eng.ukm.my Keywords: Bus schedule, Arrival time, Frequency, Headway, Dwell time.
Journal of Transportation Systems Engineering and Information Technology, (2008). 8(5): p. 61-67

Experimental study on seismic performance of frame joints strengthened by self-compacting concrete consedering the influence of interface treatments Jianlan Zheng1, a and Wenda Wu 1,b 1 Ccollege of civil engineering, Fuzhou University, Fuzhou, 350108, China aemail: jianlan@fzu.edu.cn, bemail: 175725334@qq.com Keywords: self-compacting concrete; strengthen; frame joints; secondary load; interface treatment Abstract.
Acknowledgements This work was financially supported by the National Natural Science Foundation (50878056) , Fujian Science Foundation (2009H0027) References [1] Feng Yuan, Liu Lanhua, Yi Yong, Zhang Shulu, Xiong Yao qing, Li Changhong.Seismic damages of frame columns in multi-storey reinforced concrete buildings:investigation and learning [J] China Civil Engineering Journal , 2010 (10) :63-72 (In Chinese) [2] Luo Su-rong, Zheng Jian-lan.
Study on the Application of Self-compacting Concrete in Strengthening Engineering[J].
On mechanical property of self-compacting concrete and its engineering application.
Engineering Mechanics, 2005,(01)：164-169 (In Chinese) [4] Chao Yong, Zhou Tie, Sun Jun.

Study on Grouting Comprehensive Technical of Karst Tunnel with Water-Rich and High-Pressure Yulin ZOU1, a 1Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China azouyulin_617@163.com Keywords: Tunnel engineering, Grouting technical, Water-Rich, High-Pressure Abstract.
According to the tunnel engineering construction experience, usually taken in the construction of cement - silicate mixed slurry grouting.
Tunnel engineering construction points set [M].

Predicting Engineering Stress-Strain Curve of AZ91/Graphene Composites with Linear Regression Machine Learning Yudhistira Adityawardhanaa* and Song-Jeng Huangb Department of Mechanical Engineering, National Taiwan University of Science and Technology, No. 43, Section 4, Keelung Road, Da’an District, Taipei 10607, Taiwan; a* yudhis1996@gmail.com, bsgjghuang@mail.ntust.edu.tw Keywords: Linear regression, Composite, Mechanical Properties Abstract.
Additionally, this is the first application of linear regression machine learning for predicting the engineering stress-strain curve of AZ91/graphene composites.
The accuracy was high, and the percentage validation error was low, indicating that the linear regression models were effective for predicting the engineering stress-strain curve.
Kannaiyan, “Enhancement strength of AZ91 magnesium alloy composites reinforced with graphene by T6 heat treatment and equal channel angular pressing,” Archives of Civil and Mechanical Engineering, vol. 24, no. 4, p. 235, Sep. 2024, doi: 10.1007/s43452-024-01048-8
Callister, Materials Science and Engineering An Introduction, 9E ed.

Huang: Journal of Earthquake Engineering and Engineering Vibration.
Canbay: Contribution of Reinforced Concrete Infills to the Seismic Behavior of Structural Systems, A Doctor of Philosophy Thesis in Civil Engineering, Middle East Technical University, Ankara (2001) [3] R.E.
Tankut: Journal of Structural Engineering, Vol. 118.
Liu: China Civil Engineering Journal.

A wide range of civil infrastructure such as decks, storage tanks, bridges, and pipelines are constructed using glass-reinforced plastic (GRP) due to its low weight-to-strength ratio and corrosion resistance properties [2].
Habibagahi, "On The Stiffness Prediction of GFRP Pipes Subjected to Transverse Loading," KSCE Journal of Civil Engineering, 2018
Nimish Kurien Thomas, "Stress Analysis of Underground GRP Pipe Subjected to Internal and External Loading Conditions," International Journal of Advanced Mechanical Engineering
[10] WRc Engineering, "Information and Guidance Note No. 4-34-02," WRc WAA 4-34-02, no. 1, 1986
C. e. al, "The effect of design on adhesive joints of thick composite sandwich structures," Journal of of Achievements in Materials and Manufacturing Engineering, 2008

Mechanical Analysis of Water Cellar Structure Jindong Huo1, a, Qi Zhang2,b , Hongtao Peng1,3,c，Jun Wang and Xiaofeng Peng 1 1College of Water Conservancy and Civil Engineering, China Agricultural University, Beijing 100083, China 2China State Construction International Co., Ltd, Beijing 100125, China 3Institute of Soil and Water Conservation of Chinese Academy of Sciences and Ministry of Water Resource, Yangling, Shanxi 712100, China apwb@cau.edu.cn, bzq851023@126.com, cpht10@sina.com Keywords: Water cellar, Structure, Crack, Soil pressure, Mechanical analysis Abstract.
Journal of Zhejiang University (Engineering Science).
Materials Science and Engineering C31(2011), p724
Chinese Journal of Geotechnical Engineering.
[9] Jinchang Wang:ABAQUS application in civil engineering(Zhejiang University Press, Hangzhou 2006)

Concrete Fire Testing – A Review of the Thermal Boundary Conditions Cristian MALUK School of Civil Engineering, The University of Queensland, Australia c.maluk@uq.edu.au Keywords: concrete, fire testing, thermal boundary conditions, furnace, H-TRIS, heat flux.
Concrete Fire Testing The use of standard time-temperature curves and fire testing furnaces are the basis of fire testing of concrete structural elements for regulatory compliance, but also for research and development within the structural fire engineering community.
While from the standpoint of concrete fire behaviour the aim is typically only to calculate the distribution of temperatures inside the solid, energy conservation within the fire-compartment system is critical; although rarely explicitly acknowledged by structural fire engineering researchers and practitioners, who have historically relied on standard fire resistance tests controlled by measuring temperatures inside a furnace.
Proceedings of the ASCE Spring Convention, American Society of Civil Engineers, New York, 16 pp
Proceedings of the 5th International Conference on Structural Engineering, Cape Town, South Africa, 1919-1923