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Performance and Economic Comparative Study of Interlocking Block and Clay Brick Buildings Nida Chaimoon 1,a , Charoenporn Lertsatitthanakorn2,b, Krit Chaimoon3,c 1Field of Environmental Engineering, Faculty of Engineering, Mahsarakham University, Tumbol Khamriang, Ampher Kantarawichai, Mahasarakham, Thailand 2Field of Mechanical Engineering, Faculty of Engineering, Mahsarakham University, Tumbol Khamriang, Ampher Kantarawichai, Mahasarakham, Thailand 3Field of Civil Engineering, Faculty of Engineering, Mahsarakham University, Tumbol Khamriang, Ampher Kantarawichai, Mahasarakham, Thailand an.seelsaen@gmail.com, bfreeconvect@hotmail.com, ck.chaimoon@msu.ac.th Keywords: conduction heat transfer, thermal conductivity, payback period Abstract.This paper presents the results of an inquiry into the comparative thermal performance and economic viability of interlocking block and clay brick.
Chaimoon, in Proceeding of the Thirteenth East Asia-Pacific Conference on Structural Engineering and Construction EASEC13 (2013) , in press
Newnan: Engineering economic analysis, 2nd edition ( Engineering Press, Inc., California, USA 1983)

As the third section defines, housing construction and municipal engineering construction hoisting machinery installation, use of supervision and management, should be performed by the construction administrative departments in accordance with the provisions of the relevant laws and regulations.
Open questions Defects of the existing inspection management system in the "Regulations" Establish regulatory responsibilities in accordance with the "Regulations", build departments responsible for hoisting machinery installation, carry out supervision and management of housing construction and municipal engineering; the supervision and administration of quality supervision department is responsible for housing construction and municipal engineering hoisting machinery inspection.
By the quality supervision departments in housing construction and municipal engineering hoisting machinery inspection, market pilot; allow the social intermediary service organizations to meet the statutory requirements to obtain approval to carry out inspection work.
Accelerate the introduction of technical standards of "construction crane safety evaluation criteria" and " specification for construction crane installation acceptance"; and revise and perfect the standards of "construction and installation engineering safety technical regulations", "construction safety inspection standards" "construction enterprises safety evaluation standards".
References [1] Zhou Qiwen, Brief Analysis of China Municipal Engineering Construction Safety Supervision and management [J], China's high-tech enterprises, 2009(13) [2] Xie Enlai, Guo Xuemei, Supervision and management of construction hoisting machinery safety [J], Construction machinery technology and management, 2009(08) [3] Xie Enlai, Construction safety problem and supervision of heavy machinery [J], Shenzhen architecture and civil engineering, 2009(04)

Research about FPS Seismic Isolating System on Bridges Nan Ge 1, a, Haibin Chen 1,b Pan Jiang 1,c 1College of Civil Engineering and Architecture, Hebei United University, Tangshan, China agenanas@163.com, bchb1973@126.com, cjiangpan0319@126.com Keywords: FPS friction factor continuous beam Lagrange equation Newmark- method.
In an practical example, the optimum combination of the parameters is µ=0.1-0.2 and r=1.5m, under which the shearing force could be reduced by 50%, with the maximum horizontal displacement less than 2cm and the maximum vertical displacement less than 0.1cm. 7 References [1] Zayas V, Low S S, Mahin S A: Earthquake Spectra, Vol.6(1990),p.317 [2] Jangid R S, Datta T K: Structures and buildings, Vol.110(1995),p.186 [3] ZHOU Xi-yuan, YAN Wei-ming, YANG Run-lin: Journal of Building Structures, Vol. 23(2002),p.2 [4] LI Dawang, ZHOU Xiyuan and WANG Dongwei:Journal of Vibration Engineering, Vol.14(2001), p.330 [5] LI Da-wang, GUAN Gang and ZHAO Zhuo:World Earthquake Engineering, Vol.16(2000), p.101 [6] Yang Lin, Chang Yongping, Zhou Xiyuan: Journal of Building Structures, Vol.29(2008),p.66 [7] Mokha A S,Amin N Constantinou M C, Zayas V: Journal of structure engineering,ASCE, Vol.122(1996),p.298 [8] Mokha A S, Constantinou M C, Reinhom A M,Zayas V: Journal of structure Engineering , ASCE,
Vol.117(1991),p.1201 [9] H wang J S: Journal of structure engineering, ASCE, Vol.122(1996),p.972 [10] Tsopelas P, Constantinou M C, Kim Y S, Okamoto S: Earthquake Engineering and Structural Dynamics,Vol. 25(1996),p.65 [11] Wang Yen-Po, Chung Lap-Loi, Liao,Wei Hsin: Earthquake Engineering & Structural Dynamics,Vol.27(1998),p.1069 [12] JIAO Chiyu, Li Jianzhong: Structural Engineers, Vol. 23(2007),p.83

Soil arch is a common phenomenon in geotechnical engineering.
At the same time, the theory of soil arch had been applied to the practical geotechnical engineering[15-18], and it did a good favor to the engineering.
Journal of Geotechnical Engineering 1986;112(6):626–645
Joumal of Geotechnical Engineering 1994,120(11):1917–1937
Chinese Journal of Geotechnical Engineering 2005;27(7):792–795.

A Dry Trenching Diaphragm Wall in Soft Soil Zhengsheng ZOU 1,a, Xin LIU 2,b, Wenqing ZHANG 3,c and Qinghua KONG 1,d 1College of Civil Engineering, Henan Polytechnic University, 2001 Century Avenue, Jiaozuo, Henan, 454003, China 2Resources and Environment Investigation Center, Henan Bureau of Coal Geology, 99 Nanyang Road, Zhengzhou, Henan, 450053, China 3Chief Engineer Office, China Geo-Engineering Corporation, 92 Xiangshannan Road, Haidian District, Beijing, 100093, China azouzs@hpu.edu.cn, b200909906@qq.com, cmichaelzwq@hotmail.com, dznbkhb1@163.com Keywords: steel casing, self-guided double-rectangular-casing, soil driven-squeeze method, non-joint occlusion, foundation pit, soft soil.
LIU, et al.: Excavation Engineering Manual (CABP, Beijing 2009) (In Chinese) [2] X.
LU: Chinese Journal of Geotechnical Engineering Vol. 26 (2004), p. 287-289 (In Chinese) [5] W.D.
CHEN: Chinese Journal of Underground Space and Engineering Vol. 3 (2007), p. 726-731 (In Chinese) [8] H.B.
CHEN: Port & Waterway Engineering (2011), p. 159-165 (In Chinese)

It makes the engineering personnel no longer suffer from how to use the traditional 2D construction drawing to express a space of 3D complex shape, thus greatly expand the architectural form expression ability of engineering staff, understanding and implementation.
It is used in more and more engineering projects, and has become the darling of the development of construction industry in China.
Such collisions must be adjusted, and engineers usually adjust the location of the pipeline.
In this subway station engineering, we apply BIM technology to build the whole professional model.
Civil engineering, installation profession’s 4D visualization of construction progress have been realized.

Interaction of Blast Load on AASHTO Girder Bridge Nikhil G1, a * and Narayanan N I1, b 1Department of Civil Engineering, Government College of Engineering Kannur, Kerala, India anikhilgopalakrishnan777@gmail.com, bninnamboodiri@gmail.com Keywords: AASHTO Girder Bridge, Blast load, ABAQUS Abstract.
Bridge engineering. (2013)
Bridge engineering. (2014)
Structural engineering. (2011)
Impact engineering. (2015) 185-202

Importance of Selecting a Suitable AnalysisFrequency Range in Impact Force Identification for Automobile Test Rig Khoo Shin Yee1,a, Ong Zhi Chao1,3,b, Kong Keen Kuan1,c, Zubaidah Ismail2,3,d, Chong Wen Tong1,e, Siamak Noroozi4,f and Abdul Ghaffar Abdul Rahman5,g 1Department of Mechanical Engineering, Engineering Faculty, University of Malaya, 50603 Kuala Lumpur, Malaysia. 2Department of Civil Engineering, Engineering Faculty, University of Malaya, 50603 Kuala Lumpur, Malaysia. 3Advanced Shock and Vibration Research Group, Applied Vibration Laboratory, Block R, Faculty of Engineering, University of Malaya 4School of Design, Engineering & Computing, Bournemouth University, Poole, Dorset, BH12 5BB, UK 5Faculty of Mechanical Engineering, University of Malaysia Pahang, 26600 Pekan, Pahang, Malaysia amikeson.khoo@yahoo.com, akhooshinyee@um.edu.my, balexongzc@um.edu.my, ckeenkuan@yahoo.com, dzu_ismail@um.edu.my, echong_wentong@um.edu.my, fsnoroozi@bournemouth.ac.uk, gdragrahman
The information of impact force such as excitation frequency range, impact duration, magnitude, location and line of action isthe important database for accurate Computer-Aided Engineering (CAE) simulations.
Rahman, Impact force identification with pseudo-inverse method on a lightweight structure for under-determined, even-determined and over-determined cases, International Journal of Impact Engineering. 63 (2014) 52-62
Noroozi, Impact force identification by using modal transformation method in collocated and non-collocated cases, in: 2nd International Conference on Mechanical Engineering Research (ICMER), Kuala Lumpur, Malaysia (2013)

Metro construction safety risk assessment based on the fuzzy AHP and the comprehensive evaluation method Xin Zheng1, a, Fenghai Ma1,b 1College of Civil and Architectural Engineering, Dalian University, Dalian, 116622, China ajasmine150@163.com, bxkb@vip.163.com Keywords: Subway construction, Risk management, Risk assessment Abstract.
The implementation of the subway and underground engineering risk management should be reasonable and feasible to reduce the adverse consequences or adverse effects[1,2].
Underground Space and Engineering.
Liaoning University of Engineering and Technology.
Engineering Management Journal.

Researchers as well as engineers are in constant search of low-cost materials for the improvement of soils.
Ziegler, Application of reinforced constructions with geogrids: history, recent and future developments, Procedia Engineering, 172 (2017) 42-51
Kommu, Bearing improvement soil capacity use of bamboo and geosynthetics, structural engineering manager's diary, 2017, vol. 5, No. 4
Sitharam, Use of Bamboo in Soft-Ground Engineering and Its Performance Comparison with Geosynthetics: Experimental Studies, American Society of Civil Engineers, 2014
Department: San Martin, National University of Engineering, Perú,2010.