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One of the goals of the present publication is to forge a link between basic research, and applications in both civil and mechanical engineering.

Seismic Evaluation of Buildings with Plan Irregularity Jereen Ann Thomas 1,a *, Soumya Anand2,b , Binu M Issac3,c 1M.Tech Student, Structural Engineering and Construction Management, Amal Jyothi College of Engineering, Kottayam, Kerala, India 2Assistant Professor, Department of Civil Engineering, Amal Jyothi College of Engineering, Kottayam, Kerala, India 3Structural Engineer, Aalaya Civil Engineering Services, Kottayam, Kerala, India a jereenann1391@gmail.com, b soumyaanand@amaljyothi.ac.in, c binumissac@yahoo.com Keywords: Diaphragms, storey drift, irregular plan Abstract With the application of modern technologies in Civil Engineering, construction of high rise buildings with irregular plan configuration is increasing very quickly.
References [1] Raúl González Herrera et.al (2008), “Influence of Plan Irregularity of Buildings”, 14th World conference on Earthquake engineering, October 12-17, Beijing, China
Mwafy et.al (2001) “Static pushover versus dynamic collapse analysis of RC buildings” Journal of engineering structures, Elsevier; 23: 407-424 [11] Sandesh N.
Suryawanshi (2014), “Torsional Behaviour of Asymmetrical Buildings in Plan under Seismic Forces”, International journal of emerging engineering research and Technology, Vol.2 (4): 170-176 [12] Yasser Alashker et.al (2015), “Effects of Building Configuration on Seismic Performance of RC Buildings by Pushover Analysis” Open journal of civil engineering , Scientific research publishing , 5(203-213)
Mouzzoun et.al (2013), “Seismic performance assessment of reinforced concrete buildings using pushover analysis”, IOSR Journal of Mechanical and Civil Engineering, Vol.5 (1):44-49 [14] Information on https://en .wikipedia.org/ wiki/Diaphragm (structural_system) [15] Information on https://en.wikipedia.org/ wiki/Seismic_analysis

Later, it expanded into many areas, such as chemical industry, electromechanical, aerospace, economical, ocean, fossil oil, transportation, real estate, civil and other risk research areas, and put into use on engineering fields.
A finite element and calculation example based on the MIDAS/CIVIL Through the MIDAS/CIVIL calculation software ,simulating the actual construction processes of Labajin bridge,we analyse the upper structure 's construction.
Don't Mess with Structural Engineers[C].2009,1259-1269
Journal of Structural Engineering 2010,136(5):1-8
Advances in Engineering Software, 2009,40:1-8

Collection of Selected, peer reviewed papers from the 2013 2nd International Conference on Mechanics and Control Engineering (ICMCE 2013), September 1-2, 2013, Beijing, China.

The 308 papers are grouped as follows:
Chapter 1: Material Processing and Chemical Engineering;
Chapter 2: Mechanical Engineering;
Chapter 3: Electrical Engineering, Electric Machines and Mechatronics;
Chapter 4: Power System and Energy Engineering, Its Applications;
Chapter 5: Electronics and Integrated Circuits, Embedded Technology and Applications;
Chapter 6: Data and Signal Processing;
Chapter 7: Measurement, Monitoring and Testing Technologies;
Chapter 8: Control Systems;
Chapter 9: Robotics Technologies and Applications;
Chapter 10: Manufacturing and Industrial Engineering, Management Applications;
Chapter 11: Civil Engineering;
Chapter 12: Environmental Engineering;
Chapter 13: Information Technologies and Networks

Experimental Static Load Test of Prestressed Concrete Slab-on-Ground Model Petr Mynarcik1, a *, Jiri Koktan1, b 1Department of Structures, Faculty of Civil Engineering, VSB-Technical University Ostrava, Ludvika Podeste 1875/17, 708 33, Ostrava – Poruba, Czech Republic apetr.mynarcik@vsb.cz, bjiri.koktana.st@vsb.cz Keywords: Slab-on-ground, Prestressed concrete slab, Interaction concrete foundation-subsoil Abstract.
The described experimental static load test is part of a series of experiments focusing on the problematics of concrete constructions in interaction with subsoil and was realized at the Faculty of Civil Engineering, VŠB –Technical University of Ostrava.
Introduction Interaction between concrete structure and subsoil is one of the main research direction at the Faculty of Civil Engineering, VŠB – Technical university of Ostrava [1, 3].
Ostrava, Civil Eng.
Ostrava, Civil Eng.

Talk on the Investment Control of Engineering Project Supervisor in Construction Stage Huihong Feng1, a, Jingsi Chen2,b 1 School of Civil Engineering and Architecture, Southwest Petroleum University, Chengdu, Sichuan, 610500, China 2 School of Civil Engineering and Architecture, Southwest Petroleum University, Chengdu, Sichuan, 610500, China afenghh163@163.com, bsummer68123@126.com Keywords: Engineering Supervision, Construction Stage, Investment Control, Methods.
The Engineering Example of Beforehand Control.
To Handle the Engineering Claims Actively.
The Engineering Example of Afterwards Control.
References [1] Wang Dingshu, Wang Changshan, Construction Cost Control and Management in Engineering Construction,Academic Papers on Architecture and Civil Engineering, 2007(8):800-801 [2] Xu Jiyu, Practical Experience of Engineering Supervision in the Investment Control in the Construction,Project Management, 2006(06):38 [3] Wang Zhenbin,Supervision of the Engineering Construction Stage of Investment to Control of Discussion,Fujian Architecture & Construction, 2010(07):118-124 [4] Li Hongtao, Zhao Tianyu,Investment Control of Construction Crojects,Railway Engineering, 2006(12):103-104 [5] Yu Chengyu, Yu Yong,Engineering Cost Management and Investment Control,Port Engineering Technology, 2007(03):41 [6] Chen Dejian,Investment Control of Supervisor to Building Project Construction Stage, Construction Technology, 2005(12):33-35 [7] Yan Xing,Some Thinking for the Problems of Supervision,Sichuan Building Science, 2006(04):175-177 [8] Zhao Liang, Liu Guangchen,Construction Supervision

Introduction In recent years, concrete-Filled Steel Tubes (CFSTs) have been widely employed in civil engineering structures, especially in super high-rise buildings.
The development of smart materials has provided new selections for long-term real-time health monitoring of civil engineering structures.
The strong potential of piezoelectric-based approach in the application in civil engineering was shown by describing the piezoelectric ceramic electric-machine coupling characteristics, the interaction model of piezoelectric Lead Zirconate Titanate (PZT) with body structure[4].
Qualitative impedance-based health monitoring of civil infrastructures.
Impedance-based health monitoring of civil structural components.

The civil and construction industry is the basis of industries, it has always been known as the "leading industry" and in such industry the basic material is reinforced concrete.
Even in this 21st century materials science and engineering methods have developed perfectly, reinforced concrete still is the main structure material in civil and construction industry.
Introduction The civil construction industryisthe basisofindustry, it has always beenknown as"LeadingIndustrial"andthebasicmaterialisreinforced concrete.
Chinese institute of civil hydraulic engineering「Reinforced concrete constructionspecification」(Civil 402-70).
[5] Lee-kuo Lin,「Civil Engineering Construction Methods」, Taipei：Technology Library(2010)

Round Timber Bolted Joints with Mechanical Reinforcement Kristýna Klajmonová 1,a *, Antonín Lokaj 2,b 1 Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33, Ostrava, Czech Republic, Europe 2 Department of Building Structures, Faculty of Civil Engineering, VŠB-Technical University of Ostrava, Ludvíka Podéště 1875/17, 708 33, Ostrava, Czech Republic, Europe akristyna.klajmonova.st@vsb.cz, bantonin.lokaj@vsb.cz Keywords: Round timber, carrying capacity, bolt, joint, static, reinforcement.
All round timber joints static tests in tension were carried out on pressure machine EU 100 in laboratory of the Faculty of Civil Engineering VŠB-TU Ostrava.
All these tests were performed on laboratory equipment of the Faculty of Civil Engineering at VŠB-TU Ostrava.
J., Schädle, P. (2011) Ductility aspects of reinforced and non-reinforced joints, in: Engineering Structures, Vol. 33, p. 3018-3026

The 146 papers are grouped as follows:
Chapter 1: Dynamics and Mechanical Engineering, Applied Mechanics,
Chapter 2: Materials Engineering and Processing,
Chapter 3: Mine Engineering, Flow and Ventilation, Thermal Transfer and Effects,
Chapter 4: Power and Electrical Engineering,
Chapter 5: Control Systems, Mechatronics and Robotics,
Chapter 6: Electronics, Embedded and Integrated Circuits, Smart Grid Technologies,
Chapter 7: Measurements, Testing, Tracking, Detection and Monitoring, Evaluation,
Chapter 8: Signal, Noise, Image Processing, Computational Mathematics and Methods,
Chapter 9: Communication, Networks and Information Technologies,
Chapter 10: Product Design, Manufacturing and Industrial Engineering,
Chapter 11: Civil Engineering and Geoengineering,
Chapter 12: Earth Science and Cosmology, Environmental Engineering Keyword: Dynamics and Mechanical Engineering, Applied MechanicsMaterials Engineering and
Processing, Mine Engineering, Flow and Ventilation, Thermal Transfer and Effects, Power and Electrical Engineering, Control Systems, Mechatronics and Robotics, Electronics, Embedded and Integrated Circuits, Smart Grid Technologies, Measurements, Testing, Tracking, Detection and Monitoring, Evaluation, Signal, Noise, Image Processing, Computational Mathematics and Methods