Search results

The Mechanics Behavior Study of Four-Cell Concrete Rectangle Liquid-Storage Structure under the Thermal Envirement Xuansheng Chenga, Zhi Zhoub School of Civil Engineering, Lanzhou University of Technology, Lanzhou, 730050, China acxs702@126.com, bzz_zhouzhi@126.com Keywords: Thermal Envirement, Four-Cell; Concrete; Rectangle; Liquid-Storage Structure Abstract.
Introduction Due to the reinforced concrete liquid-storage with good corrosion resistance, penetration-proof quality, durability and structure integrity, and the price is relatively cheap and easy installed, it is widely applied in the petroleum chemical engineering, hydraulic structure, municipal engineering, water treatment structure and so on.
(In Chinese) [2] Xuansheng Cheng, Zhi Zhou, Jiaxuan Su, “Heat-solid coupling numerical simulation of single-cell reinforced concrete rectangular liquid-storage structures under thermal environment”, The 4th international symposium on lifetime engineering of civil infrastructure,October 2009 [3] Xuansheng Cheng, Yongfeng Du, Hui Li, “Analytic solution to rentangular thin plate with three clamped edges and one simply supported edge under temperature disparity”, Advances in Structral Engineering, August 2006 [4] Xuansheng Cheng, Jiaxuan Su, Xiaoyu Shi, “The Thermal Bend of Concrete Rectangular Thin Plate with Four Sides Supported”, Special Structures, vol 4, 2009.
(In Chinese) [5] Xuansheng Cheng, Yongfeng Du, Jiaxuan Su, “The analytical Solution about rectangular thin slab with two opposite edges clamped and two opposite edges simply supported under temperarture load”, The Tenth International Symposium on Structural Engineering for Young Experts, October 2008 [6] Xuansheng Cheng, Yongfeng Du, Hui Li, “Vibration of reinforced concrete rectangular plate subjected to thermal loading condition with simply supported boundary conditions”, Journal of Harbin Institute of Technology, Vol.41,No.6, 174-178.

Material Selection of Casing in Gas Well Containing CO2 and H2S Yan Xiangzhen1,a, Shao Bing2,b, Yang Xiujuan3,c and Wang Tongtao4,d 1 College of Pipeline and Civil Engineering, China University of Petroleum, Dongying, Shandong 257061, China 2 College of Mechanical and Electronic Engineering, China University of Petroleum, Dongying, Shandong 257061, China 3 College of Pipeline and Civil Engineering, China University of Petroleum, Dongying, Shandong 257061, China 4 College of Pipeline and Civil Engineering, China University of Petroleum, Dongying, Shandong 257061, China ayanxzh@163.com, bsealkite@163.com, cyangxj999@163.com, dhdupcwtt@163.com Keywords: Material Selection; Gas Well; Casing; CO2 and H2S Abstract.
Stress Engineering Services, Inc, 2001
Predictive Model for CO2 corrosion engineering in wet natural gas pipelines [J].

Research progress for high strength structural steel and key issues of application in seismic zone Ji Lixia1,a, An Teng2,b 1.Department of civil engineering, Graduate School of Southwest Jiaotong University , ChengDu, China,610031 2.Department of civil engineering, Graduate School of Southwest Jiaotong University , ChengDu, China,610031 a. jilixia_ zq@sina.com b.anteng_lj@sina.com Key words: high strength steel (HSS); recent research progress; seismic; application Abstract.
HSSS has been successfully applied to multiple steel structure engineering at home and abroad, achieving good economic and social benefits.
Experimental study and finite element analysis on the overall buckling behavior of ultra-highstrength steel compression members with end restraints [J] .China Civil Engineering Journal,Vol. 44(2011), p. 17－25
Engineering application and recent research progress on high strength steel structures[J].
Q.Overview of Research Progress for High Strength Steel Structures[J].Engineering Mechanics,Vol.30 No.1 (2013).

In order to achieve and get the best quality of constructing structure, the engineer should know all of the advantages and disadvantages of GGBS.
The samples and testing conducted in the civil laboratory at Civil Engineering Department Universiti Pertahanan Nasional Malaysia, Kuala Lumpur.
International Journal of Innovative Research in Science, Engineering and Technology, 5(8), 15224–15231
Proceedings in Engineering Sciences, 42(7), pp: 1203–1213
IOSR Journal of Mechanical and Civil Engineering, 12(4), pp: 2278–1684.

Age-Adjusted Effective Modulus Method for Creep of High-Performance Concrete Bing Han 1, a , Yuan-Feng Wang1, b 1 School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China a bhan@center.njtu.edu.cn, bcyfwang@center.njtu.edu.cn Keywords: AAEM; creep; ECPF theory; HPC; relaxation coefficient Abstract.
Introduction High-performance concrete (HPC) has been widely applied in engineering structures because of its technical and economic advantages [1].
Therefore, AAEM is an effective method to calculate the long-term effects of concrete and is used widely in actual engineering [4].
[2] Guideline on high-strength concrete design and construction, High-strength and High-performance Concrete Committee, Chinese Civil Engineering Society, Chinese Construction Industry Publishing House, 2001
[4] Sun, B.J.: Effective Modulus method of concrete creep theory, Journal of Civil Engineering, 1993, 26(3), pp.16-18

Sai Kumar6 1Assistant Professor, HOD of Civil Engineering, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh, India. 2,3,4,5,6B.
Tech Students, Dept. of Civil Engineering, Annamacharya Institute of Technology and Sciences, Tirupati, Andhra Pradesh, India.
Engineers can use this information to make sure that the aggregates are appropriate for a given application and that the built buildings are safe and durable overall.
Engineers can choose aggregates with the required strength to handle the predicted loads without excessive breakage based on the test’s crushing value and the project’s unique load requirements.
(IS 516:1959) [6] Characterization and quality assessment of granitic building stone deposits (2017) L Sousa, J Barabasch, KJ Stein, S Siegesmund - Engineering Geology, 2017 – Elsevier(IS 516:1959) [7] Defect-based building condition assessment (2021) F Faqih, T Zayed - Building and Environment, 2021 – Elsevier (IS 516:1959) [8] Assessment of building conditions (2015) MC Dejaco, FR Cecconi, S Maltese - Journal of Building Engineering, 2017 – Elsevier (IS 516:1959) [9] Soil quality assessment of reclaimed land (2023) F Li, X Zhang, Y Zhao, M Song, J Liang - Catena, 2023 – Elsevier(IS 516:1959) [10] Environmental Profile on Building Material Passports for Hot Climates A Almusaed, RZ Homod, I Yitmen - Sustainability, 2020 - mdpi.com(IS 516:1595)

Research on Shear Resistance of Cold-formed Steel Stud Composite Walls Yanli Shi1,2,a, Yao Jin1,2,b, Pengpeng Zhang1,2,c and Wenda Wang1,2,d 1Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province，Lanzhou University of Technology, Lanzhou, 730050, P.R.
China 2College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, P.R.
Lu: Journal of Architecture and Civil Engineering.
Nguyen: Journal of Structure Engineering.
Stark: Engineering Structure, Vol. 21 (1999), p.83-95 [5] L.F.

Study on Large Air Cooled Thermal Power Structural Wind Properties under Different Wind-Break Wall Forms Zeliang YAO1, a, Faning DANG1,b and Guoliang BAI2,c 1School of Civil Engineering, Xi’an University of Technology, Xi’an 710048, China 2School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an 710055, China ayaozeliang@sina.com, bdangfn@163.com, cguoliangbai@126.com Keywords: permeable structure; wind-break wall; numerical wind tunnel; parameter change law Abstract.
Wind engineering theory has been rather popular after more than 40 years development.
References [1] Zeliang Yao, Guoliang Bai, and Faning Dang: Study on Seismic Behavior of a Steel Truss - Reinforced Concrete Column Structure, edited by Journal of Building Structure (2011), 32(1): 30-36 (In Chinese) [2] Zeliang Yao, Guoliang Bai, Faning Dang: Analysis on Nonlinear Seismic Response of Steel-Concrete Hybrid Structure Based on Beam Element, edited by Journal of Civil Engineering (2011), 44(8): 66-71( In Chinese ) [3] China building structure load Design Standard Management Office: China building building structure load standard, edited by China Building Industry Press(2001) ( In Chinese ) [4] Murakamis.
Current Status and Future Trends in Computational Wind Engineering[J].
Journal of Wind Engineering and Industrial Aerodynamics, 1997, 67(8): 3-34 [5] Zeliang Yao, Faning Dang and Guoliang Bai: Seismic Response Analysis on a Steel-Concrete Hybrid Structure, edited by Proceedings of 10th International Conference of Chinese Transportation Professionals, Beijing, China, August 4-8, 2010 [6] Zeliang Yao, Guoliang Bai and Faning Dang: Analysis on a Steel-concrete Hybrid Structure Temperature Effect and Supporting Block Design, edited by Applied Mechanics and Materials, 2010, Vol. 29-32: 1862-1865 [7] Xiangting Zhang: Structure Wind Load Theory and Wind Resistance Calculation Handbook, edited by Tongji University Press (1990) ( In Chinese )

Sustainable development of building energy Baidong Zhao1,a, Peichao Chen2,b and Yalong Zhang3,c 1School of Architecture and Civil Engineering,Shenyang University,Shenyang110044,China 2School of Architecture and Civil Engineering,Shenyang University,Shenyang110044,China 3School of Architecture and Civil Engineering,Shenyang University,Shenyang110044,China azhaobaidong@163.com, b491918895@qq.com, czhangyalong_2006@163.com Keywords: Building energy, sustainable development, recycled concrete, renewable energy Abstract Along with the economic development and the deterioration of the living environment, people’s sustainable development idea is deepening day by day.
In order to make the recycled and natural aggregates have equal status, more detailed work and research should be done on recycled aggregate to achieve the engineering requirements.
This requires architects, ecological energy-saving engineers, structural engineers and other participatory to take part in the building design, and optimize the overall building energy systems In the area of renewable energy utilization, some progress had been made both in China and abroad.

Finite Element Simulation on Behavior of the High-Strength Concrete Filled High-Strength Square Steel Tube Middle-Long Columns under Axial Compressive Load Guochang Li1,a, Bowen Zhu1, b* and Yu Liu1,c 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China aliguochang0604@sina.com, b695495415@qq.com, c627156887@qq.com Keywords: High-strength Concrete Filled High-strength Square Steel Tube, Finite Element Method, Axial Compression, Middle-long Columns.
It was 1970s that the United States and other countries carried out a lot of experimental and theoretical analysis, and has made great progress and applied to some engineering[4].
The applications and developments of CFST structures in civil engineering.
Architecture and Civil Engineering, Xihua University , Chengdu. 2012 [5] Kyung-So Chung, Jin-Ho Kim and Jung-Han Yoo Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading.
Harbin Institute of Architectural Engineering , 1990:35 ~ 43 [8] Kang Hongzhen, Yao Lei, Song Ximin, Ye Yinghua.