Search results

Stability Analyses of Single Arch in Arch-reticulated Shell Hybrid Steel Structure of Conservatories at Gardens by the Bay in Singapore Yang Gao1,a, Zhaoyi Zhang2,b, Yongjiu Shi1,c, Yuanqing Wang1,d and Guoxing Li3,e 1Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China 2Shenzhen Institute China Academy of Building Research, Shenzhen, 518057, China 3Zhuhai King Glass Engineering Co.
References [1] XIONG Zhong-ming, WEI Jun, CAO Xin, WANG Jun-liang: Engineering Mechanics, Vol. 26(2009), p. 172-178 (In Chinese) [2] WANG Yuan-qing, SHI Yong-jiu, GAO Yang, et al: Industrial Construction[S], 2009, p. 91-102 (In Chinese) [3] SHI Yong-jiu, GAO Yang, WANG Yuan-qing, et al: Building Structure, Vol. 40(2001), p. 1-4 (In Chinese) [4] ZHAO Yang, CHEN Xian-chuan, DONG Shi-lin.
China Civil Engineering Journal, Vol. 38(2005), p. 15-23 (In Chinese) [5] CHANG Yu-zhen, WANG Ling-ling, LI Xiao-li.
Journal of Wuhan University of Technology, Vol. 32(2009), p.301-304 (In Chinese) [6] Techwell Engineering Limited.

., Current issues in recrystallization: a review, Materials Science and Engineering A, 238 (1997) 219–274
Madej, Development of dynamic recrystallization model based on Cellular Automata approach, Key Engineering Materials, 622-623 (2014) 617-624
Szyndler, Effect of number of grains and boundary conditions on digital material representation deformation under plane strain, Archives of Civil and Mechanical Engineering, In Press, Corrected Proof, Available online 29 September (2013) [13] L.
Cybułka, Digital Material Representation as an efficient tool for strain inhomogeneities analysis at the micro scale level, Archives of Civil and Mechanical Engineering, Archives of Civil and Mechanical Engineering, 11 (2011) 661-679
Pietrzyk Inverse analysis for identification of rheological and friction models in metal forming, Computer Methods in Applied Mechanics and Engineering, 195 (2006) 6778–6798

Jabal2,b and Waseem Haleem Albaghdadi3,c 1Department of Civil Engineering, Faculty of Engineering, University of Kufa, Najaf, Iraq aameer.alqadhi@uokufa.edu.iq, bqusay.alatiya@uokufa.edu.iq cwaseem.albaghdadi@uokufa.edu.iq Keywords: Ceramic, Compressive, Tensile, Flexural, Aggregate, and fire resistance.
[2] Dharan, M.,” Ceramic waste as coarse aggregate in concrete”, International journal of engineering science and computing “, vol 6, issue 7, July 2016, p.p- 8519 – 8521
[4] Mustafa, A., and Norazian, M.,” The potential of recycled ceramic waste as coarse aggregate for concrete”, Malaysian universities conferences on engineering and technology, March 2008, p.p-1-3
[7] Musa, T.,” The effect of CF-555 super-plasticizer on mechanical properties of ordinary concrete”, international journal of civil engineering and technology, volume 9, issue 11, 2018, p.p-647-653
[8] Paul, A., “fire resistance and thermal insulation properties of foamed concrete incorporating pulverized ceramics and mineral admixtures “, Asian journal of civil engineering,2020, p.p-147-156

Field Test and Analysis of Swelling Force under Atmosphere Action LI Xiongwei 1,a, WANG Yong2,b and ZHANG Yong3,c 1School of Civil Engineering & Architecture, Changzhou Institute of Technology, Changzhou, Jiangsu 213002, China 2State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China 3College of Architecture and Civil Engineering, Zhejiang University of Technology, Hangzhou 310014, China alixww@126.com, bwang831yong@163.com, czhangyong@zjut.edu.cn Keywords: expansive soil, swelling force, atmosphere action, field test Abstract.
The results of field test can provide reference to optimize the engineering design.
This phenomenon is universal in slope engineering[2].
Engineering project often combines the three methods.
The results of field test can provide reference to optimize the engineering design.

A Simple Method of Calculating safety vibrating velocity for Single-layer Masonry Structures in Blasting Construction AI Xinying1, 2, XU Lihua1, YU Jiali3 1School of Civil and Architectural Engineering, Wuhan University, Wuhan, Hubei 430072, China 2Department of Civil and Architectural Engineering, City University of Hong Kong, Kowloon, Hong Kong, China 3School of Civil Engineering and Building Academy, Hubei University of Technology, Wuhan, Hubei 430068, China aaixinyingfeitian@163.com, bxulihuad@163.com, cyujiali20000@126.com Keywords: deep foundation pit; blasting-induced seismic wave; masonry structure; crack; safety vibrating velocity.
Introduction As an indispensable construction method in urban geotechnical engineering, blasting construction is widely used in civil engineering.
Chinese Journal of Rock Mechanics and Engineering, Vol. 28, No. 4 (2009), p.50-756 (In Chinese)
Chinese Journal of Rock Mechanics and Engineering, Vol. 28, No. 3 (2009), p. 533-540 (In Chinese)
[11] Chengpeng LIAO: Introduction to Wave Motion Theory in Engineering.

Alih3,c 1Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia 2Earthquake Agency of Ningxia Hui Autonomous Region, Yinchuan, China 3Institute of Noise and Vibration, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Johor, Malaysia arenjiaqi@graduate.utm.my, bvafaei@utm.my, csophiacalih@utm.my Keywords: Liquid storage tank, Seismic response, Liquid wave height, Irregular topography, Frequency content Abstract.
Introduction Liquid storage tanks are an irreplaceable and extremely important container structure for storing liquid substances, widely used in petrochemical, military, nuclear facilities, civil and hydraulic engineering, etc.
Earthquake Engineering and Engineering Vibration 21.1 (2022): 269-282
Iranian Journal of Science and Technology, Transactions of Civil Engineering 44 (2020): 1179-1197
"Engineering implication of ground motion A/V ratio."

Free contouring in civil engineering, which allows for entirely new designs, is a significant advantage.
However, architects and civil engineers rely on a certain quality of execution to fulfil construction standards.
In: International Symposium Non-Destructive Testing in Civil Engineering (NDTCE 2022), pp. 1-12.

Suhendro, Report of Full-Scale Loading Test of Modified Chicken Claw System (Cakar Ayam) in The Soft Soil in Waru Surabaya (in Indonesia), Structural Engineering Laboratory, Departement of Civil Engineering Universitas Gadjah Mada, Yogyakarta, Yogyakarta, 2005) [6] B.
Susanto, The Behavior of The Chicken Claw Foundation in Laboratory Model – Contribution for Designing (in Indonesia), Prosiding Seminar Nasional Geoteknik, Departement of Civil Engineering Universitas Gadjah Mada, Yogyakarta , 8 November , 1999
Antono, Daruslan, Report of Loading Test on Chicken Claw System (Cakar Ayam) Constructed in The Apron of Juanda Airport (in Indonesia), Surabaya, Departement of Civil Engineering Universitas Gadjah Mada, Yogyakarta, 1979
Antono, Daruslan, Report of Loading Test on Chicken Claw System (Cakar Ayam) Constructed in The Runway of Polonia Airport (in Indonesia), Medan, Departement of Civil Engineering Universitas Gadjah Mada, Yogyakarta, 1981 [16] R.P.
Nawangalam, Finite Element Modeling of Chicken Claw System by Using Subgrade Nonlinear Analysis (in Indonesia), Thesis, Postgraduate Program of Departement Civil Engineering Universitas Gadjah Mada, Yogyakarta, 2008.

Determining Temperature Regulating Factor for Refrigeration Engineering Phase Change Material Zheng Jia1, a, Li Jie1, a, Guan Xiang-yi2, a,Han Shuang1, a, Zhang Yi-ming1, a 1 School of Energy and Civil Engineering of Harbin Commercial University, China 2 School of Light Industry of Harbin Commercial University, China aSuperteacher73@126.com Keywords: temperature measurement, thermal efficiency, engineering, environment protection Abstract.
[4] Nuckols, M.L. (1999), “Analytical modeling of a diver dry suit enhanced with microencapsulated phase change materials”, Ocean Engineering, Vol. 26, pp. 547-64
[12] Vasiliev, L.L. (2005), “Heat pipes in modern heat exchangers”, Applied Thermal Engineering, Vol. 25 No. 1, pp.1-19.

Ecological concrete is a kind of concrete, with greater porosities, which can be used in public road, river bank engineering and so on.
So the concrete can be used by scientists, engineers in making embankment of river.
Some institute such as “Water Resources Research Institute of Jilin”, proposed a complex random porous green concrete structure, according to the characteristics of civil protection works.
Further study For ecological planning of river landscape, the concrete is a kind of civil material.
Conclusion Ecological planning is a complex project, including civil engineering, architecture, economy, biology, geography and so on.