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Adsorption Properties of Sorbents Used for Air Cleaning in Protective Structures of Civil Protection Vitalii Kovalenko1,а, Ruslan Likhnyovskyi1,b* 1The Ukrainian Civil Protection Research Institute, 18, Rybalska str., Kyiv, Ukraine, 01011.
avitalii-kovalenko@ukr.net, bchemist_1@i.ua Keywords: civil protection, air cleaning, filter absorber, protective action, adsorbents, properties of adsorbents, scanning electron microscopy, Brunauer–Emmett–Teller method.
Based on the obtained adsorption characteristics of the adsorbents, the conclusions about the protective action of the filter-absorber were made. 1 Introduction An integral part of the filter-ventilation installations of protective structures of civil protection is a filter-absorber.
Summary Obtained results of adsorbent studies by scanning electron microscopy and low-temperature nitrogen adsorption - Brunauer, Emmett, Teller method showed the characteristics of adsorbents that fill filters-absorbers for air cleaning in civil protection structures.
Thermal behavior of an intumescent alkaline aluminosilicate composite material for fire protection of structural elements, Journal of Materials in Civil Engineering, 6 (2019)

Shrinkage Characteristics of Green Engineered Cementitious Composites with Varying Palm Oil Fuel Ash Contents and Water-Binder Ratios NURDEEN M.
SAIYID HASHIM3,c 1School of Civil Engineering, Universiti Sains Malaysia, 14300 Nibong Tebal, Pulau Pinang, Malaysia 2Civil Engineering Department, Faculty of Engineering, Al-Merghab University, Al-Khums, Libya 3School of Materials and Mineral Resources Engineering, Universiti Sains Malaysia, 14300 NibongTebal, Pulau Pinang, Malaysia aemad105907@yahoo.com, bcemamj@eng.usm.my, cmrsyfuad@eng.usm.my Keywords: Drying Shrinkage, Engineered cementitious composite, Palm oil fuel ash Abstract.
The present paper is a part of an extensive study on green palm oil fuel ash engineered cementitious composites conducted at Universiti Sains Malaysia.
Kanda, Journal of Materials in Civil Engineering, Vol. 10 (1998) 66-69
Hashim, International Journal of Civil & Environmental Engineering, Vol. 11 (2011) 100-107

Effection of Relevant Parameters of Infilled Frame Wall on its Structural Iateral Stiffness Shimei Liu1,a , Dongsheng Huang2,b 1 Department of Architecture and Civil Engineering, Zhejiang College of Construction, Hangzhou, Zhejiang , 311231,China, 2 Department of Civil Engineering, Nanjing Forestry University, Nanjing, Jiangsu, 210037 ,China, a shimeiliu126@126.com, b hds.phd@163.com Keywords: Infilled frame; Lateral stiffness, Moment of inertia; The width to height ratio; Parameters Abstract: Statical analysis of infilled frame structure was conducted on 3D finite element models by means of software ANSYS10.0.
For a long time, Filling Wall is widely used in multi-storey buildings and Civil Construction Structures, for its flexible architecture flats and large interior space, etc.
However, because of the imperfection in analysis methods and the defects in model, pure- framework design is used in civil architectures, and the weight of filling wall is calculated by converting to the Line Load on the beam.
Engineering Structures, Vol.28(2006),p.495-502
[5] Mohammad Aliaari and Ali M.Memari: Analysis of Masonry Infilled Stell Frames with Seismic Isolaro Subframes [J].Engineering Structures, 2006,27:485-500.

Journal of materials in civil engineering，2008(10):640~649
Journal of materials in civil engineering，2007(10):848~854
Journal of materials in civil engineering，2010(9):853~857
Journal of materials in civil engineering，2009(10):529~534
Journal of materials in civil engineering，2004(4):107~115

The Comparative Study of the Evaluation Method Calculating Aircraft Emission around the Airport Damin Liang1, a, Xunlai Tu 2,b and Huiling Cao 3,c 1,2,3, College of Aeronautical Engineering, Civil Aviation University of China(CAUC), TianJin, China, alrobin2021@163.com, bxltu@cauc.edu.cn, chlcao@cauc.edu.cn Keywords: aircraft emission, evaluation method; airport air quality Abstract.
The scope of civil aviation transportation ranges from ground to upper air, which the impact of emission varies at the vertical geographical altitude.
Introduction Civil aviation transportation plays a substantial role in China’s economic growth in the last decade.
Model based on International Civil Aviation Organization (ICAO) Landing-takeoff operation (LTO), model based on Environmental Protection Agency (EPA), and SAGE model based on Federal Aviation Administration (FAA).
The US FAA has developed the System for assessing Aviation’s Global Emissions (SAGE) [5] used to calculate and predict aircraft emissions to generate inventories of fuel burn and emissions of CO, HC, and NOx for the total commercial civil flights process.

Analysis of Parameters Influence on Structure of Continuous Curved Bridge Xiang GU1,a, Shang-ying XIE1,b,Shao-min JIA1,c 1School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China aguxiang_x@163.com, bjdtm@jdtm.com.cn, cjiashaomin1@163.com Keywords: curved bridge;long span;small radius;finite element;steel box girder;parameter Abstract.
In the modern urban bridge projects,especially the urban interchange projects and the urban viaduct projects,the long-span curved bridge with the small radius is often inevitably used,considering the transportation under bridges,pipelines and aesthetic factors.This kind of long-span curved bridge with small radius was adopted on the south of Second Ring Road in Chendu of the project of “Two Expressways,Two Extended Roads,Two Ring Roads”.The influence,which the change of the parameters on the structure had,was analyzed by using the finite element software of Midas Civil 2010.Then,the parameter which had greatest impact on the inner force of the structure was found.The girder depth is the key parameter in design.
Fig.1 Horizontal plane of the bridge Fig.2 The section of the girder The Finite Element Model In general,the correctness of the establishment of the finite element model affect the error of the results directly.In the whole bridge structure calculation and analysis of modeling process,the following principles should be considered. 1) The requirement of structure shape change 2) The requirement of material characteristic change 3) The requirement of unit which link others characteristic change 4) The requirement of modeling the dead or live load 5) The requirement of the problem solving accuracy 6) The requirement of the convergence of solution (1)Based on the six requirements above,the finite element model was established by the finite element software of Midas Civil 2010.The boundaries were simulated accurately by adjusting direction of the local coordinates of nodes.Fig.3 shows the finite element model.
According to the most unfavorable load combination which was generated by Midas Civil 2010,it was adopted,which is “dead load+live load+support settlement+heating system+positive temperature gradient”.Table 1 shows the change of the parameters.

Studies on the Mechanical Performance of Long Span Continuous Rigid Frame Bridge under the Influences of Different Curvature Radius Jiangxiao Feng1, a, Jun Dong1, b* and Tian Liang1, c 1 Beijing Research Center for Engineering Structures and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.R.China a fengjiangxiao2008@163.com, b jdongcg@bucea.edu.cn, c 805976778@qq.com * corresponding author Keywords: curved continuous rigid frame bridge; mechanical performance; curvature radius Abstract: The effect of curvature radius on the mechanical properties of continuous rigid frame bridge with high pier and long span is studied in this paper.
Taking the Wayaobao Bridge as the research object, the models including both of the linear rigid frame bridge and the different radius of curvature rigid frame bridge are established by using the finite element software MIDAS/Civil, and the mechanical properties of the finished stage are analyzed, and the influence of the radius of curvature on the deformation and internal force of continuous rigid frame bridge are researched.
To study the effect of curvature radius on the mechanical properties of continuous rigid frame bridge with high pier and long span, taking the Wayaobao Bridge as the research object, using the finite element software MIDAS/Civil to set up the linear rigid frame bridge and the different radius of curvature rigid frame bridge, the mechanical properties of finished stage are analyzed, the influence of the radius of curvature on the deformation and internal force of continuous rigid frame bridge are researched.
Engineering Background The Wayaobao bridge, which is located on Chongqing-Changsha section of the Baomao Expressway, is a large-span curve prestressed concrete continuous rigid frame bridge with high pier, design of vehicle load: Grade 1 Highway, speed: 80km/h, radius of horizontal curve is 2 500m.
Analyzing different curvature radius’s influence on static mechanical performance of high pier and long span continuous rigid frame bridge,Journal of Railway Science and Engineering,2013,10 (1) : 6-10

And then, the essay analyzes its characteristics such as paying close attention, perfecting mechanism, integrated management, disposing in time, classifying, using modern techniques, civil-military integration, etc.
Implementing the Equipment Remanufacturing Engineering The US attaches great importance to the remanufacturing of the equipment for saving limited military spending.
Civil-Military Integration and Broadening Channels In order to seek the biggest military and economic benefits on retired or scrap equipment disposal, the contractor become the main assistant for U.S.
Exploring New Management Mechanism for Retired and Scrap, Carrying On the Civil-Military Integration Development The guarantee of mechanism is the fundamental guarantee.
During the disposal of retired or scrap equipment, exploring the management mechanism and carrying on the civil-military integration development will be needed.

Arum, Department of Civil and Mining Engineering Prof.
Busari, Department of Civil and Mining Engineering Dr.
Katte, Department of Civil and Mining Engineering Dr.
Arito, Department of Civil and Mining Engineering Dr.
Gideon, Department of Electrical and Computer Engineering   Conference Sponsors 1) National Commission on Research, Science and Technology (NCRST) 2) Namibian Ports Authority (Namport) 3) Namibia Civil Aviation Authority (NCAA) 4) Namibia National Commission for UNESCO (NATCOM) 5) Sinomine Tsumeb Smelter 6) Electricity Control Board (ECB) 7) University of Namibia: Research, Innovation and Development

P.YI1, d and H.WU 1 1 School of Civil & Architectural Engineering, Guangxi University, Nanning, 530004, China 2 School of Civil & Environmental Engineering, Nanyang Technological University, Singapore a x.g.zhang_chn@163.com, bcgwma@ntu.edu.sg, ccyktor@ntu.edu.sg, dynp0771@163.com Keywords: Stabilized Soil; Liquid Stabilizer; Reinforcing Agent; Mini -structure of Soil.
The stabilized soil is a reinforcement material being applied extensively to civil engineering and hydraulic engineering.
For Engineering projects, improving of stabilized soil engineering properties comes mainly form changing mini-structure, impact of mini-structure can upped to 80% around for strengthening soil mechanical properties.
Morris, P.E., Soil engineering: testing, design, and remediation, Boca Raton London New York Washington, D.C.CRC Press