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Review State of Biomass Energy in Iran Mohammad Reza Asadi 1, a, Mahdi Moharrampour 2,b and Heidar Abdollahian1,c 1 Department of Mechanical Engineering, Islamic Azad University, Buinzahra branch, Qazvin, Iran 2Young researchers club, Islamic Azad University buinzahra Branch, buinzahra, Iran aasadi_reza2007@yahoo.com, bm62.mahdi@yahoo.com, cmmp_mmp_mmp@yahoo.com Keywords: biomass, potential, waste, Iran, power plant Abstract.
This is another resource of biomass that can be extracted from corrupted material in industry, civil or rural societies.
Civil Waste- Waters.
Civil waste- waters are able to produce bio-gas due to have mineral combinations in non-aerobic conditions and in fermentation storages.
Industries waste water may also applied as a recyclable energy source like all civil waste waters.

Structural health monitoring (SHM) of civil infrastructure using wireless sensor networks (WSNs) has received significant public attention in recent years.
Introduction Structural Health Monitoring (SHM) of bridges has drawn considerable interest of researches in both civil and communication engineering fields.
The ISM 400 sensor board has been designed for monitoring civil infrastructure through the Illinois SHM Project, an interdisciplinary collaborative effort by researches in civil enginering and computer science at University of Illinois at Urbana-Champaign [7].
Conclusion SHM of bridges was discussed based on two different expertise domains: Civil Engineering and Communication Engineering.
Expert in civil engineering field are interested in making a real-time inspection of the bridge.

Structural Analysis of the Shallow-Buried Station by Using Load Structure Method Yongshuai Cao1, a, Yongsheng Zhang1, b 1College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi, 030024, China acaoysh123@163.com, bzhangys868@163.com Keywords: Subway Station, Load Structure, ANSYS.
Aiming at a practical engineering case of a subway station, the paper uses the common software ANSYS as its analysis tool and uses the load structure method to do simulation analysis on the station's main structure.
The results indicate that this method is practicable and has certain reference value for engineering design.
General Situation of Engineering The subway station is a typical two-layer and three-span island platform, built in soft soil ground, which is 285.04m in total length.
[4] GB50038-2005, Code for design of civil air defence basement [S](In Chinese)

Research Status of Concrete Strength Theory Based on Stress and Strain Guojun Liu 1, a 1 College of Civil Engineering, Sichuan Agricultural University, China a uontang@163.com Keywords: Concrete, Strength theory, Stress, Strain Abstract: In the civil engineering structures, when concrete structure withstand external loads, internal defects such as micro-cracks gradually developed, eventually will lead to the destruction of the concrete.
Introduction Concrete is a widely used brittle material in engineering, its material composition is uneven, and there is a natural random distribution of micro-cracks and defects in the initial.
The forth is that the form of failure criteria is complex, not conducive to the application in practical engineering.
China Civil Engineering Journal.
China Civil Engineering Journal.

Coupling Numerical Analysis for Excavation of Deep Foundation CAO Lihui1, a, ZHANG Fuguang2,b and FENG Huaiping3,c 1 School of Civil Engineering，Shijiazhuang Tiedao University，Shijiazhuang, 050043, P.R.China 2 Department of Geotechnical Engineering, Tongji University, Shanghai, P.R.
China 3 School of Civil Engineering，Shijiazhuang Tiedao University，Shijiazhuang, 050043, P.R.China aclh@stdu.edu.cn, b 357234037@qq.com, cfenghuaiping@gmail.com Keywords: Deep foundation；Coupling；Time-effect behavior Abstract.
Taking the deep foundation pit engineering of one station as engineering background, the coupling of seepage and consolidation is simulated in the process of excavating.
China Civil Engineering Journal, 2009,42(3):105-110
China Civil Engineering Journal,2006,39(5):117-12 [5] Wang Yang, Tang Liansheng, Du Yingzhong.

Study on the Design of Project Controlling Information Management System for Large-scale Hydraulic Engineering Qingyan Shuai a, Yabo He b School of Civil Engineering, Wuhan University, Wuhan, China aqingyan_shuai@163.com, bhyb5610@163.com Keywords: Information management system, Large-scale hydraulic engineering, Project controlling, System structure.
General Design Goals of PCIMS for Large-scale Hydraulic Engineering For large-scale hydraulic engineering, project controlling is a kind of important management mode, offering reference and suggestion to the supreme project decision-makers.
Structure Design of PCIMS for Large-scale Hydraulic Engineering According to the general design goal of PCIMS for large-scale hydraulic engineering, the system structure can be established, which is shown in Fig.1.
(in Chinese) [2] Guangshe Jia, Guangbin Wang: China Civil Engineering Journal, pp.7-10, March 2003.
Paulson: Journal of Construction Engineering and Management, October 1998

[5] C Amadio et al., Buckling of Laminated Glass Elements in Compression, American Society of Civil Engineers, 2011
[6] Giuseppe Campione et al., Laminated Glass Members in Compression: Experiments and modelling, American Society of Civil Engineers, 2013
[8] R A Behr, Structural Behaviour of Architectural Laminated Glass, American Society of Civil Engineers, 1998
[9] S Briccoli Bati et al., Time Dependant Behaviour of Laminated Glass, American Society of Civil Engineers, 2010
[10] M Nawar et al., Quasi-Static Performance of Interlayer Systems for Laminated Glass, American Society of Civil Engineers, 2015

In the fields of architecture and civil engineering, construction is a process that consists of the building or assembling of infrastructure.
Normally, the job is managed by a project manager, and supervised by a construction manager, design engineer, construction engineer or project architect.
Introduction In general, there are four types of construction including residential building construction, industrial construction, commercial building construction and heavy civil construction.
The design usually consists of drawings and specifications, usually prepared by a design team including surveyors, civil engineers, cost engineers (or quantity surveyors), mechanical engineers, electrical engineers, structural engineers, fire protection engineers, planning consultants, architectural consultants, and archaeological consultants.
In this arrangement, the architect or engineer acts as the project coordinator.

Possibilities of Using Natural Fibres for Production of Particular Insulation for Use in Civil Engineering Martina Reif1, a *, Jitka Hroudová1,b and Jiří Zach1,c 1Brno University of Technology, Faculty of Civil Engineering, Admas Centre, Veveří 331/95, 602 00 Brno, Czech Republic areif.m@fce.vutbr.cz, bhroudova.j@fce.vutbr.cz, czach.j@fce.vutbr.cz Keywords: Natural fibres, thermal conductivity, insulation materials, straw, wood fibres, cellulose fibres Abstract.
Introduction Currently, high demands are put on energy cost savings in civil engineering, the lowest possible manufacturing costs of building materials and constructions and at the same time, high demands are put on the maximum comfort of residents.
Polymer-plastics technology and engineering.

Local Stress Analysis of Arch Foot for Trough Girder and Arch Composite Bridge Xun Wu 1, a, Dong Gu 2, b 1 2 Department of Bridge Engineering, Tongji University, Shanghai 200092, China awuxuns@126.com, b12gudong@tongji.edu.cn Keywords: Railway, Girder and Arch composite system, Concrete filled steel tube, Trough girder, Stress performance Abstract.
According to the Saint Venant's principle, we applied the ANSYS model with the internal forces and reactions we get from the MIDAS/Civil model.
Figure 1 Overall Layout Of The Whole Bridge Figure 2 MIDAS/Civil FEM Model MIDAS/Civil FEM Model.
In this analysis we used common beam elements in MIDAS/Civil to simulate girder and arch.
Truss elements were used to simulate the suspender.The MIDAS/Civil Model is showed in the figure.2.