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Study on the analysis model of the self-centering wall Xiaobin Hu1,a, Wenxia Li1,b , Hao Xiang1,c, Huigao He1,d 1School of Civil Engineering and Architecture, Wuhan University, Wuhan 430072, China anewhxb@126.com bpretty.sakura@163.com c672818762@qq.com d929469039@qq.com Keywords: self-centering wall, analysis model, prestressed tendon, damper, horizontal connection Abstract.
Journal of Earthquake Engineering, 2003, 7(1): 119-147
Earthquake Engineering and Structural Dynamics, 2002, 31(5):1131-1150
Journal of Structural Engineering, 2003, 129(3):286-296
The Open System for Earthquake Engineering Simulation User Command-Language Manual.

LCCP Evaluation on Environmental Impact of Air-conditioning Cold and Heat Source Zhi Yong Wang 1, 2,a, Han Qing Wang 1,b and Chang Rong Liu 1,c 1 School of Civil Engineering, Hunan University of Technology, Zhuzhou, Hunan, China 2 School of Energy Science and Engineering, Central South University, Changsha, Hunan, China azywang668@126.com, bhqwang2011@126.com, clcr711@126.com Keywords: air-conditioning cold and heat source; environmental impact; LCCP Abstract.
Application Example Engineering situation.
Chen: Applied Thermal Engineering, Vol. 28 (2008) No.1, P.1
Wang: Journal of Engineering Thermophysics, Vol. 33 (2012) No.1, P.135 (In Chinese)
Xiong: Journal of Logistical Engineering University, Vol. 25 (2009) No.1, P.73 (In Chinese)

Green Construction Concept in Assessment System for Green Building Mingqiang Zhu School of Civil Engineering and Architecture, Wuhan Polytechnic University, China zmqwhpu@163.com Keywords: green construction; green building; assessment system; sustainable development Abstract.
Construction site should will site interference (including earthwork engineering and vegetation clear) limit in building around 40ft (1ft=0 · 348m) within; in ground sidewalk, and courtyard, and ground car park, practical site 10ft and less than 12inch (1inch=25 · 4mm) diameter within; in garage road roadside and main public facilities extension pipeline 15ft within; in construction regional can penetration surface (as can penetration of block stone pavement, and rain stranded facilities and activities site) 25ft, the permeable surface requires additional working capital site, to limit the squeeze on the construction site.
It in accordance with engineering of time order min stage for assessment, in the assessment system in the, construction stage as engineering implementation of 4 a independent stage (planning stage, and design stage, and construction stage, and acceptance and run management stage) exists, specific is divided into "construction of environment effect, and energy using and management, and material and resources, and water resources, and personnel security and health", a area for assessment, this subdivision of way phase for LEED review system in accordance with environmental protection of all area side-by-side min items assessment different, Is the independent evaluation standard for green building in China out of an important step.
From "green environmental" of angle view, building construction process in the of energy management: (1) to savings energy; (2) to reduced pollution, usually of requirements and take of measures is as follows: a. in for construction labor apparatus selection Shi, to priority used technology mature, and energy consumption relative lower of technology and device; b. in conditions allows and may Shi, on during relative more long of engineering, to gradually eliminated energy consumption large of machinery and the device; c. does do power line of design and the optimization, reduced device of no load run time; D. for regular maintenance of the equipment, maintenance, ensure that equipment is running properly, reducing energy consumption; e. depending on the construction of region, using different sources of energy, it is better to use clean energy; f. construction and construction unit, person in charge, building energy consumption indicators, regular analysis on consumption, on emerging issues
The initial cost is higher than the General construction of green buildings, but its maintenance and management costs are significantly reduced, the Government or competent authorities should through appropriate incentives for owners, making it clear the green building too much but not higher than the cost of traditional architecture, meet the owners of economic benefits. 3) Building trust system, at the level of sustainable development to strengthen engineering process management system, owners, designers, construction, material suppliers, and so clearly the spirit of contract, before the construction phase decision-making, detailed regulations limit the design phase to ensure green construction has a good starting point, make the trust system for building a green building in quality assurance. 4) in the promote green building-star identity at the same time, promotion of green construction in construction enterprises in the popularity of effects, continuously improving their knowledge

The aim of the current article is to describe an overview and recent progress of the numerical simulation studies conducted at the Materials and Mechanical engineering department of the University of Oulu.
International Journal for Multiscale Computational Engineering, 12(5) (2014)
Archives of Civil and Mechanical Engineering, (2022) 22(3), 1-17
Larkiola, Virtual rolling automation and setup calculations for six stands FEM finishing mill, IOP Conference Series Materials Science and Engineering, (2022) 1270(1):012060, DOI: 10.1088/1757-899X/1270/1/012060 [18] O.
In Key Engineering Materials, (2016), Vol. 716, pp. 368-375.

Zhang 1,b 1 Nanyang Institute of Technology, Department of Civil Engineering, 80 Changjiang Road 473004 Nanyang-China a mzj0722@126.com, b s-j-z668@163.com Keywords: Damage, Detection, Support reaction, Displacement.
"Damage detection by means of structural damping identification", Engineering Structures, vol. 30, 2008, p.3497-3504
"Statistical damage assessment of framed structures from static responses", Journal of Engineering Mechanics, vol. 126 (4), 2000, p.414-420
"Damage identification using modal data: experiences on a prestressed concrete bridge", Journal of Structural Engineering, vol.12, 2005, p.1898-1919
"Damage identification on the Tilff Bridge by vibration monitoring using optical fiber strain sensors", Journal of Engineering Mechanics, vol.2, 2007,p.185-193

.), Mechanical Engineering, Intech 2012, pp. 159-180.
Mahapatra, Prediction and analysis of sliding wear performance of fused deposition modelling-processed ABS plastic parts, Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology (2010) 224: 1261
Rymuza, Tribology of Polymers, Archives of civil and mechanical engineering, Vol.
Sinha, Wear of polymers, Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology, 216, (2002) 401

Thus many researchers and civil engineers have conducted extensive research on the behavior of the strengthened structures.
Engineering Mechanics, 2009, 26(7): 78-82.
Engineering Mechanics, 2003, 24(5): 10-17.
Engineering Structures, 2008, 30:3129-3140
Engineering Mechanics, 2008, 25(5): 142-150.

Experimental Comparison Study on Behavior of Combined Piles Composite Foundation Dequan Zhou1,a ,Hongli Liu1,a 1School of Civil Engineering and Architecture , Changsha University of Science and Technology, Changsha, China 410004 a zhoudequan28@163.com Keywords: combined piles composite foundation; behavior; experiment Abstract.
The determination criterion of the bearing capacity characteristic value was proposed too, which serves as a reliable basis for further theoretical research, engineering design and measure.
References [1] Junjie Zheng, Jianhua Ou, Shiming Wu, Neizhen Yuan: submitted to Chinese Journal of Geotechnical Engineering（2002） (in Chinese) [2] Mingli Yan, Donggang Zhang，in: Technology and Engineering Practice of Composite Foundation with CFG Pile，edtied by China WaterPower Press（2000） (in Chinese) [3] Fenyong Liu, Xiaobin Yang, Xue Liu: submitted to Chinese Journal of Geotechnical Engineering（ 2003）(in Chinese) [4] Xinsheng Ge, Xiaonan Gong, Xianming Zhang: submitted to Journal of Building Structures( 2003) (in Chinese) [5] Jiahuan Qian, Zongze Yin，in: Mechanism and Computation of Soil，edtied by China WaterPower Press( 2000) (in Chinese) [6] Shubin Xie, Anning Ji, Shengxian Liao: submitted to Chinese Journal of Geotechnical Engineering(1999) (in Chinese)

How to increase plastic waste acceptance for mechanical recycling: An introduction to material value conservation and its phenomenon Djoko Sihono Gabriel1, a 1Department of Industrial Engineering, Faculty of Engineering, Universitas Indonesia, Depok Campus, Indonesia 16424 adsihono@gmail.com, gabriel@ie.ui.ac.id Keywords: plastic waste, mechanical recycling, material value conservation, phenomenology Abstract.
International Journal of Engineering and Technology Research, 1 (1), 1-16
International Journal of Computer Theory and Engineering, 6 (4), 346-352
Environmental Engineering Department, Faculty of Civil and Environmental Engineering, Bandung Institute of Technology, Bandung, Indonesia

Approach for the Development of Forming Tools for Radial Rotation Profile-Forming Robert Laue1,a*, Sebastian Härtel1,b, Birgit Awiszus1,c 1Chemnitz University of Technology Faculty Mechanical Engineering Institute for Machine Tools and Production Professorship Virtual Production Engineering Reichenhainer Str. 70 09126 Chemnitz/Germany arobert.laue@mb.tu-chemnitz.de, bsebastian.haertel@mb.tu-chemnitz.de, cbirgit.awisuis@mb.tu-chemnitz.de Keywords: Incremental sheet forming, Finite element method (FEM), Tool geometry, Radial Rotation Profile-Forming Abstract.
Summary and Conclusion This paper presents the newly developed incremental forming process, Radial-Rotation Profile Forming, which was invented at the professorship Virtual Production Engineering at the TU Chemnitz.
Procedia Engineering 184, 497–505
Archives of Civil and Mechanical Engineering 12, 2, 113–118
Simufact Engineering, Hamburg.