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[13] De Angelis, F., On the stability of discrete models of compressed beams in elastic media, Applied Mechanics and Materials, Vol. 152-154, (2012), pp. 982-989
S., Buckling restrained braces for vibration control of building structure, International Journal of Research and Reviews in Applied Sciences, Vol. 4, Issue 4, pp. 363-372, (2010)
[23] De Angelis, F., Multifield potentials and derivation of extremum principles in rate plasticity, Materials Science Forum, Vol. 539-543, (2007), pp. 2625-2630
[24] De Angelis, F., Evolutive laws and constitutive relations in nonlocal viscoplasticity, Applied Mechanics and Materials, Vol. 152-154, (2012), pp. 990-996
[28] De Angelis, F., Cancellara, D., Implications due to different loading programs in inelastic materials, Advanced Material Research, Vol. 422, (2012), pp. 726-733

Test Materials, Methods and Content 2.1 Test material selection As the test is not directed at a specific project, the sandy soil is the taken from the hill behind the Bioscience building of Three Gorges University.
As shown in Fig.5, the experiments reveal that there is a simple linear relation between the erosion modulus of the vegetation-growing concrete base materials and the rainfall intensity.
Indeed, the eroded materials of vegetation-growing concrete base materials collected under different tests conditions support the analysis proposed above.
The commonly used cement content at present is 8%—10%, as much too high cement content will harden the base materials and make the vegetations grow hard.
[2] Zhou Peihua, Wu Chunlong, The Research Method of Soil Anti-scourability Experiment in Loess Plateau, Journal of Soil and Water Conservation, 1993.(1) [3] Wu Pute, Zhou Peihua, Study on the Relationship between Land Slope and Sheet Flow Erosion, Bulletin of Soil and Water Conservation, 1993, (3) [4]Cai Guoqiang, Wang Guiping, Chen Yongzong, The erosion sediment process and the simulation of the loess plateau watershed, Beijing: Science Press, 1998, 72-79

Zannikos and Kalligeros. [9] conducted the take a look at with biodiesel made from helianthus and olive oils in a very single cylinder stationary diesel motor and discovered lower material (PM), carbon monoxide gas (CO), change state organic compound (UBHC) and Nitrogen oxides (NOx) emissions with a slight increase in fuel consumption.
Thus cheaper raw materials are needed to bring down the price of biodiesel.
Thirunavukkarasu, A review paper on Performance Analysis of Two Biodiesel Blended with Various Diesel Ratio, International Journal of Innovative Research in Science, Engineering and Technology.Vol. 4, Special Issue 6, May 2015 [13] M.G.
Thirunavukkarasu “Investigation of performance and emission characteristics of VCR engine by using ceramic coating on the piston crown with using methanol fuel” applied mechanics and materials issn: 1662-7482, vol. 854, pp 101-108 accepted: 2016-08-11
Thirunavukkarasu “Investigation on performance and emission characteristics in VCR engine by using thermal barrier coating” international journal of applied engineering research, issn 0973-4562 vol. 11 no.3 (2016)

The construction process would be divided into two phases and 30 construction steps assuming that the structural geometry, materials behavior and boundary conditions did not alter with time changing on every construction steps
Sun: Structural Design of Large Span Space (Science Press, China 2009).
Cao: China Civil Engineering Journal, Vol.34 (2001) No.3, p.41.
Vistasp: Materials and Structures, Vol. 44 (2011) No. 1, p.169
Gao: Journal of Building Structures, Vol.26 (2005) No.5, p.40.

GFRP is a kind of glass fiber composite material, which has high strength, good corrosion resistance, light weight, etc.
The Experiments of GFRP Bar Reinforced Concrete Beams Experiments are carried out to study the flexural performance of GFPR reinforced concrete beams in three kinds of reinforcement ratios Experimental Materials.
Ou: Journal of Wuhan University of Technology.
Zhao: China Civil Engineering Journal.
Liao: Journal of Hohai University (Natural Sciences).

(5)In accordance with the design drawings for reinforcing steel (-16 × 150 material Q345B) production
(9)Fill concrete hole, fill node empty hole with composite filling material, then support mold, sealing and filling, then to enhance moisture conservation.
From the perspective of the force ,we found that reinforcement mechanism clear and structure simple , the force of node C is more reasonable, which can improve the seismic capacity of structures; From the view of construction, this program can be used to avoid sinking concrete at node C, has industrial production of the material on C reinforcement nodes and has little interference on the normal building construction, which can achieve ecological construction, greatly improve the efficiency of the construction and meet the schedule demands; From the view of the function, C node has an impact on the appearance of the original structure, however, after renovation, it can still meet the requirements.
Acknowledgements Foundation item: Project (50978219) supported by the National Natural Science Foundation of China References [1] Fan-kui Zeng, Chang-ming Hu: Xi’an Univ.of Arch.＆ Tech.
(Natural Science Edition), Forum Vol. 40 (2008), p. 667 [2]Yong Zhang: Journal of Hetao University , Forum Vol. 5 (2008), p. 85

But in the "eleven five" National Science and technology support project "modern architectural design and construction of key technology research", the research of BIM technology clearly, and to build and conforms to the BIM Standard Specification in our country based on international standards, the development of key BIM in the "Twelfth Five Year" during the construction of informationization, construction of digital city the overall goal of architecture and technology development, the development of BIM technology is the necessary way to achieve this goal.
This value only for the operation of building energy consumption, not including building materials manufacturing and construction process energy consumption.
Because the sunlight analysis does not involve property of building material, is simply analyzed according to the geometry.
Journal of Suzhou University of Science and Technology, 2012 (6).P68-71

Research on the stiffness of concrete filled steel tubular column and steel beam joint with stiffening ring Li Jian Architecture and Civil Engineering School Inner Mongolia University of Science and Technology, Baotou, China ljwqy@163.com Keywords: joint; stiffness; stiffening ring; plastic hinge Abstract.
Throughout these 10 years of research, many scholars beam - column joint, departure from “Structure is simple and clear, transfer, material savings and convenient construction”, node in the form used for the specific project, and to explore new forms node[1-3].Node computational model to determine the most people as completely rigid connection or ideal articulated two types.
initial 3.1.2 Nodes are connected detail size If you do not consider the material factors, the node connection detail size is mainly determined by the width and thickness of the strengthening ring.
Harbin: Heilongjiang Science and Technology Press, 1999.
Journal of Harbin Institute of Technology, 2003, 35 (10), 1267-1270.

Framework and indexing mechanisms, In: Journal of Computing and Information Science in Engineering, Vol. 6, no.1, (2005), p. 40-48, [2] Sabol, M.: Suggestion of the welding fixture, Diploma thesis, FVT TUKE, Presov, 2013 [3] Trebuna, P., Kovac, J.: The use of operational planning in the material flow of the production process, In: Upravlenie ekonomikoj: Metody, modely, technologii, Ufa: Ugatu, (2010) p. 166-170
[4] Smeringaiova, A., Vojtko, I., Pavlenko, S.: Dynamic model of the station for measuring of mechanisms, In: Strojarstvo extra, no. 5 (2009), p. 57/1-57/3 [5] Panda, A. et al.: Turning bearing rings and determination of selected cutting materials durability, In: Advanced Science Letters.

Trlep2,d 1 Faculty of Engineering, Multimedia University, Malaysia 2Faculty of Electrical Engineering and Computer Science, University of Maribor Slovenia asynina@gmail.com, bnormiza.nor@mmu.edu.my, cramadan_rajab@yahoo.com,dmladen.trlep@um.si Keywords:grounding systems, grid, mesh, simulation Abstract.In this paper, the analysis results of the imitative grounding systems consisting of 4 mesh grid with rods are presented by using the Finite Element Method (FEM) and field test.
Ramar: Investigation of Two-Layer Earth parameters at low Voltage:Measurement and Calculations, American Journal of Applied Sciences Vol. 2, No. 1 (2009), p. 165-170 ].
Fig. 2: Measured ground resistance curve of the 4 mesh grid with rods grounding systems Computational Model Create and define dimensions of grounding systems Input electric data such as fault current and material properties.
The process starts with defining all the parameters of the grounding systems that needs to be analyzed such as the dimensions and material of the grounding systems, soil data and electric data such as the fault current.
Create and define dimensions of grounding systems Input electric data such as fault current and material properties.