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The engineering application of CO2 capture by chemical absorption in China Jin WANG 1, a, Min LI 2, Wei-heng YAN 3 1 Dept. of Municipal and Environmental Engineering, School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China aemail: jwang1@bjtu.edu.cn Keywords: CO2 capture; chemical absorption; engineering application; economic analysis; power plant Abstract.
Nevertheless, it is the first engineering application in China.
L Wang, Joural of Power Engineering, 2007, 27 (6): 969-974 [9] L.
Chen, Chemical Engineering of Oil & Gas, 2003, 32 (3): 134-142 [12] X.C.
Huang, Journal of Power Engineering, 2009, 29(9): 864-874

A Certain Foundation Pit Support Design and Construction in Baotou Xiankai Bao1, a,Menghui Que2,b 1,2College of Architecture and Civil Engineering, Inner Mongolia University of Science andTechnology, Baotou, Inner Mongolia China 014010 a E-mail:bxkzlm@163.com, b157336347@qq.com Key words: Foundation pit support, soil nailing wall, supporting, construction.
Abstract.We adopt the supporting scheme of soil nailing wall by comparison and selection combining engineering geological conditions and surrounding buildings load situations.
The scheme meets the engineering requirements proved by the construction acceptance inspection with its safe and rational design and construction convenience.
Project profile Brief Introduction It is a geotechnical engineering reconnaissance task in detail survey delegated by China IPPR International Engineering Corporation for proposed Baotou Steel Xinxingshuian garden engineering.
Engineering Geology and Hydrological Conditions Besides artificial miscellaneous fill(thickness of 0.2～0.4m)in surface in the engineering investigation, It is Holocene rushed diluvia all above 35.0m depth range and stated according lithology and engineering properties: The First layer is a little wet and dense collapsible silt, with mica and white stripe and macroporous structure, and soaking collapsibility.

Ackerman2,b 1ViKO Consulting Engineers, Pretoria, South Africa 2Department of Civil Engineering, Faculty of Engineering and the Built Environment, Tshwane University of Technology, South Africa anicogrobler5@gmail.com, bChrisA@tut.ac.za *Corresponding author Keywords: Drone technology, image thresholding, wind loading, tower analysis, frontal area, camouflaged telecommunication tower, photogrammetry, structural engineering.
This research gap often leads engineers to overestimate structural loads, due to lack of information, resulting in inefficient designs.
The research emphasizes a cross-disciplinary approach, integrating methods from structural, electrical, and medical engineering.
Grobler also received financial support from ViKO Consulting Engineers.
Mousaad, et al., "Estimation of wind loading on trees for a vegetated building," in Advances in Civil, Environmental, and Materials Research (ACEM’12), (2012), pp. 3382-3396

China Civil Engineering Journal, vol.37 (N6), 23-29,2004 (in Chinese)
Engineering Mechanics, 62-68.1997(in Chinese)
Structural Engineering, Aug. 2000, 957-963 [4] Du, X.L., Zeng, D., An Effective Algorithm for Global Optimization: Evolutionary-Simplex Algorithm, China Civil Engineering Journal, vol.36 (N5), 46-51, 2003 (in Chinese)
China Civil Engineering Journal, vol.37 (N6), 23-29,2004 (in Chinese)
Chinese Journal of Geotechnical Engineering Vol.29 No.4,2007 (in Chinese)

Civil and Environmental Research, 3(13), 165-172
Engineering Properties of Concrete Containing Recycled Tire Rubber.
Struct. & Civil Engg.
Open Journal of Civil Engineering, 2, 193-197
Contemporary Engineering Sciences.

The detection, identification and structural analysis of the steel structure engineering ShaoHui Chen1, a, Han Wu1,b, XiaoChuang Peng1,c 1college of architecture and civil engineering, Taiyuan university of technology, TaiYuan,ShanXi a523603232@qq.com, b11243909@qq.com, c362445266@qq.com Keywords: steel structure, detection, identification, theoretical analysis, SAP2000 Abstract.
Project profile In Shanxi, there is a steel structure engineering.
The items of detection and identification Based on the testing purpose and process reconstruction needs, field testing mainly includes structure appearance census, structure system review, structure or component geometry check and settlement deformation observation and so on. 3.1 appearance census Through the field detection, we know that the building main body is in good condition, component occur deformation, part of the support and beam cross section, there exist certain degree of damage, member joint exist bolt shortage, and building local is serious corrosive. 3.2 the review of structure system According to the steel structure engineering construction quality acceptance specification (GB50205-2001) the first article 11.2.1: axis positioning buildings, infrastructure on the positioning of column and elevation axes, anchor bolt (anchor) specifications and position, anchor bolt (anchor) fastening should comply with the design requirements.

Thermal experiment of a Reinforced Approach Pavement for Semi-Integral Abutment Jointless Bridge Xuefang Zhan1, a , Xudong Shao2,b and Guoli Liu3,c 1Lecturer,College of Civil Engineering and Mechanics, Central South University of Forestry and Technology,Changsha,Hunan,410004,China 2Professor, College of Civil Engineering, Hunan University, Changsha, Hunan, 410082, China 3Engineer, Zhuzhou Vocational Education City Property garden Engineering Company Limited, Zhuzhou,4120000, China ajanehnu@hotmail.com(corresponding author),bshaoxd@163.vip.com,cjanehnu@ hotmail. com, KeyWords: fully jointless bridge; approach pavement; pre-cut joints; crack spacing; friction factor; load transfer capability Abstract.
“Performance Evaluation of Jointless Bridges”, Journal of Bridge Engineering,7(2002)276-289
“Parametric Study of Concrete Integral Abutment Bridges ”, Journal of Bridge Engineering, 13(2008)511-526
,et al.“ A new category of Semi-integral Abutment in China”, Structural Engineering International, 15(2005)186-189
“A study of fully jointless bridge-approach system with semi-integral abutment”, China Civil Engineering Journal,42(2009)68-73.

In-situ investigations for the seismic assessment of existing bridges Carlo Pellegrino1,a, Mariano Angelo Zanini1,b *, Paolo Zampieri1, c and Claudio Modena1, d 1University of Padova, Department of Civil, Environmental and Architectural Engineering, Via Marzolo 9, 35131 Padova, Italy acarlo.pellegrino@ unipd.it, bmarianoangelo.zanini@dicea.unipd.it, cpaolo.zampieri@dicea.unipd.it, dclaudio.modena@ unipd.it Keywords: bridges; in-situ investigations; seismic vulnerability assessment; territorial analysis.
In this respect, this work shows the main results related to an agreement between the Department of Civil, Environmental and Architecture Engineering of the University of Padova and the Veneto’s regional roadway managing authority, Veneto Strade SpA, aimed to the seismic assessment of a representative stock of existing bridges located in the main roadway lines in the Veneto region.
Acknowledgments The work has been developed in the research agreement between the Department of Civil, Environmental and Architecture Engineering of the University of Padova and the Veneto’s regional managing roadway authority Veneto Strade SpA.
Bortot, A reliability-based bridge management concept, Structure and Infrastructure Engineering (2007) 3(3): 215-235
Heyman, The masonry arch, Ellis Horwood Series in Engineering Science, (1982) England

A Microscopic Dynamics of Crowd Behavior for Crowd Evacuation Simulation in the Event of a Tsunami Disaster Noorhazlinda Abd Rahman1, a *, Muhammad Salleh Abustan2,b, Nadzifah Che Mat3,c, Hitoshi Gotoh4,d, and Eiji Harada4,e 1School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300, Nibong Tebal, Penang, Malaysia 2Faculty of Civil and Environmental Engineering, Universiti Tun Hussien Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia 3Faculty of Engineering and Technology Infrastructure, Infrastructure University Kuala Lumpur, Unipark Suria, Jalan Ikram-Uniten, 43000 Kajang, Selangor, Malaysia 4Department of Civil and Earth Resources Engineering, Kyoto University, Katsura Campus, Nishikyo-ku, Kyoto, 615-8584, Japan acelindarahman@usm.my, bsallehb@uthm.edu.my, cnadzifah@iukl.edu.my, dgotoh@particle.kuciv.kyoto-u.ac.jp, eharada@particle.kuciv.kyoto-u.ac.jp Keywords: crowd dynamics, microscopic, evacuation simulation, disaster.
Introduction Crowd dynamics has becomes a noteworthy area of study in the field of engineering.
[7] Kiyono, J., Miura, F., & Takimoto, K., Simulation of emergency evacuation behavior during disaster by using distinct element method, Journal of Structural Mechanics and Earthquake Engineering, JSCE 537 (I-35) (1996) 233-244 (in Japanese)
[9] Abd Rahman, N., Harada, E., Gotoh, H., & Yoshizawa, Y., Evacuation process during tsunami disaster at the Langkawi International Airport, Malaysia, by DEM-based Multi Agent Model, Proceedings of Coastal Engineering, JSCE, Vol.4 (2013) 90-94
S., Harada, E., & Gotoh, H., Numerical simulation for evacuation process against tsunami disaster at Teluk Batik in Malaysia by multi-agent DEM model, In Proceedings of Coastal Engineering, JSCE, Vol.3, (2012) 56-60.

THE STATE-OF-THE-ART STUDY ON LONG-TERM PROPERTY OF RECYCLED AGGREGATE CONCRETE Jianzhuang Xiao1,2,a, Hong Li1,b 1 Department of Building Engineering, Tongji University, Shanghai 200092, P.R.China 2 Key Lab. of Advanced Civil Eng.
This difference may be the determinants of the service life about the building and civil engineering structures, so the investigation of the fatigue behavior of RAC is significant and necessary.
The study of the fatigue behavior of RAC is an important work to utilize the RAC in the practical engineering.
Wang, A review on long-term properties of recycled aggregate concrete, Structural Engineers. 21(3) (2005) 73-76.
Yodsudjai, Influence of recycled aggregate on interfacial transition zone, strength, chloride, penetration and carbonation, Journal of Materials in Civil Engineering. 15(5) (2003) 443-451