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Scholar, Department of Civil Engineering, IIT Delhi, New Delhi-16, India 2Associate Professor, Department of Civil Engineering, IIT Delhi, New Delhi-16, India aabhiverma.civil@gmail.com, bdrsahoo@civil.iitd.ac.in Keywords: Collapse analysis; Incremental dynamic analysis; Numerical modelling; Steel plate shear wall; collapse mechanism.
Advances in Structural Engineering, New Delhi, 2015
Blume earthquake engineering center, Stanford University, 1999
Montgomery, Analysis of Steel Plate Shear Walls, Structural Engineering, Report. 107, Department of Civil Engineering, University of Alberta, Alberta, Canada, 1983
PhD thesis, Department of Civil and Environmental Engineering, University of Alberta, 1997.

Magazine of Civil Engineering, No. 5, 2011, pp. 25-30 [3] M.R.
Petersburg State Polytechnic University Civil Engineering Faculty, Department of technology, organization and economy of construction, St.
Magazine of Civil Engineering, No. 4, 2011, pp. 5-9 [10] K.I.
Bulletin of Civil Engineers. 2010, No. 4, pp. 138-143 [12] K.I.
Magazine of Civil Engineering, No. 1, 2011, pp. 24-27.

A Change of Undrain Shear Strength of Soft Ground during Consolidation process Park, Yeong-Mog1,a, Um, Ik-Joo1,b, Miura Norihiko2,c and Baek, Seung-Cheol3,d 1Department of Civil Engineering, Yeungnam University, Gyeongsan, Republic of Korea 2Institute of Soft Ground Engineering, Saga, Japan 3Department of Civil Engineering, Andong National University, Andong, Republic of Korea aympark@yumail.ac.kr (Corresponding Author), b umikjoo@hanmail.net, cmiuran@viola.ocn.ne.jp, dcivilb@anu.ac.kr Keywords: Soft ground, ground improvement, consolidation process, undrained shear strength.
If engineer knows σ3/pc, he can easily get β value by Fig. 6.
References [1] Fuzikawa, T. and Takayama, S. (1982) : “Strength increment ratio of Ariake clay”, J. of Society of Agricultural Civil Engineering, No. 90, pp. 48∼54.
(In Japanese) [4] Takayama, S. (1984): “Strength increment of clay during consolidation”, J. of Society of Agricultural Civil Engineering, No. 109, pp. 61∼69.

Reinforced Masonry Column's Analysis: The Influence of Rounded Corners MAROUŠKOVÁ Aneta1,a,∗ 1Czech Technical University in Prague, Faculty of Civil Engineering, Thákurova 7, Prague 6, 166 29, Czech Republic aaneta.marouskova@fsv.cvut.cz Keywords: FRP Wrapping; Masonry; Column; FEA; Rounded Corners.
Civil engineering is globally accompanied by an extensive experimental research.
The experimental program is part of a research project NAKI, which is being carried out at the Faculty of Civil Engineering, CTU in Prague.
A simple linear two-dimensional models were developed in Scia Engineer software for the verification of a basic hypothesis.
In: Proceedings of CICE 2012 - The 6th International Conference on FRP Composites in Civil Engineering.

Dynamic Response of the Steel Bridge Deck Thin Surfacing due to Vehicle load Xunqian Xu 1,2,a, Yeyuan Ma 1,b, Guoqing Wu 1,c and Xiumei Gao 3,d 1School of mechanical engineering, Nantong University, Jiangsu, Nantong 226019, China 2School of architecture engineering, Nantong University, Jiangsu, Nantong 226019, China 3Roads and Bridges Corporation of Nantong, Jiangsu, Nantong 226019, China achendak@163.com, bmyy1987609@163.com, cwu.gqing@163.com, dgaoxiumei050@126.com Keywords: Road Engineering, Steel Deck Thin Surfacing, Dynamic Response, Vehicle Load.
Liu: China Civil Engineering Journal.
Liu: China Civil Engineering Journal.

With the rapid development of construction in China, building electrical engineering is becoming more and more prominent, especially the lightning protection engineering in building electrical.
When N times / year of the provincial office building and personnel-intensive public buildings is 0.012-0.06 times or office, residential and other civil N number of lightning strikes in the 0.06-0.3 times / year, and the construction should be designed in accordance with Class III anti-Lei requirements.
Regarding electrical engineering and structural issues related discussion [J].
Discuss on lightning protection of electrical engineering issues [J].
Lightning protection technology electrical engineering analysis [J].

The Researches on the Green Construction Model of the Steel Building System of Residence Project CHEN Wei1, a, DUAN Lijie2, b, CAI Yuchun3, c 1School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, China 2School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, China 3School of Civil Engineering & Architecture, Wuhan University of Technology, Wuhan, China aiamhappychen@163.com , bduanlijie1987815@126.com , chappychenweiv@163.com Keywords: steel building system; green construction base model; residence project; environment protection Abstract.
[5] Li Yancang, Wang Nan, Trend of steel structure residence, College of Civil Engineering, Hebei University of Engineering, 2010 (In Chinese)

Video Analysis of Conflict Situations at Cross Intersection with Cranked Priority Jan Petru1,a, Vladislav Krivda1,b, Ivana Mahdalova1,c and Vaclav Skvain1,d 1VSB – Technical University of Ostrava, Faculty of Civil Engineering, Department of Transport Constructions, Ludvika Podeste 1875, 708 33 Ostrava-Poruba, Czech Republic ajan.petru@vsb.cz, bvladislav.krivda@vsb.cz, civana.mahdalova@vsb.cz, dvaclav.skvain@vsb.cz Key words: Cross Intersection, Conflict Situations, Video Analysis, Road Traffic.
For monitoring and evaluation of conflicts among the road users can be used a methodology, which is available in Czech Republic (e.g. at Department of Transport Constructions, Faculty of Civil Engineering, VSB – Technical university of Ostrava).
It can allow increase effectively of processes and activities in designing, development and not only in engineering and technology areas, also in service and economic areas [5] Description of observed intersection For the purpose of monitoring the behaviour of road users by video analysis of conflict situations was chosen cross-intersection in Ostrava – Poruba in Czech Republic.
The goal of this article is to refer to the methodology, which is used for solving of research tasks in the Department of Transport Constructions in Faculty of Civil Engineering, VSB – Technical University of Ostrava in Czech Republic.
Ostrava: VSB-TU Ostrava, Faculty of Civil Engineering. 2014 [5] SIROKY, Jaromir et al.

Shatov, Finite element modelling of open section perforated thin-walled studs made from thin-walled steel profiles, Magazine of Civil Engineering 3(21) (2011) 32-35
Novaia versiia, novye vozmozhnosti, Magazine of Civil Engineering, №2, 2009, pp. 10-12
Vatin, Magazine of Civil Engineering, 3(21) (2011) 36-46
Nazmeeva, Bearing capacity of compressed continuous and perforated thin-walled steel members of C-shaped cold-formed profiles, Magazine of Civil Engineering 5 (2013) 44-51
Jurchenko, Designing of steel frameworks from thin-walled cold-formed profiles in SCAD Office, Magazine of Civil Engineering 8 (2010) 38-46

Evaluation of Acoustic Emission Events Generated at Three Point Bending of Different Concrete Specimens by Spectral Analysis PAZDERA Lubos1,a, TOPOLAR Libor1,b, DANEK Petr2,c, SMUTNY Jaroslav3,d and MIKULASEK Karel4,e 1 Brno University of Technology, Faculty of Civil Engineering, Institute of Physics, Veveri 331/95, Brno, Czech Rep. 2 Brno University of Technology, Faculty of Civil Engineering, Institute of Building Testing, Veveri 331/95, Brno, Czech Rep. 3 Brno University of Technology, Faculty of Civil Engineering, Institute of Railway Structures and Constructions, Veveri 331/95, Brno, Czech Rep. 4 Brno University of Technology, Faculty of Civil Engineering, Institute of Mathematics, Veveri 331/95, Brno, Czech Rep.
In engineering applications active defects are a major hidden danger of structure security.
The fracture tests were carried out using a Heckert FPZ 100/1 testing machine within the range of 0 to 10 kN at a laboratory of the Institute of Building Testing, Faculty of Civil Engineering, Brno University of Technology [18].