Search results

Zhu3, c 1Faculty of Civil Engineering, The University of Guang Zhou, Mega City of University, Guang Zhou, P.R.
China 3Faculty of Civil Engineering, The University of Guang Zhou, Mega City of University, Guang Zhou, P.R.
Department of Civil & Environmental Engineering, The University of Adelaide, Australia. (1996)

Development Analysis and Policy Suggestions for Energy Saving Systems of Building Jie Wang1, a, Jingfei Li2,b and Yujia Li3,c 1School of Architecture and Civil Engineering,Xihua University ,999# Jin Zhou Rd.
Jin niu District, Chengdu, Sichuan Province, 610039 2School of Architecture and Civil Engineering,Xihua University ,999# Jin Zhou Rd.
Jin niu District, Chengdu, Sichuan Province, 610039 3School of Architecture and Civil Engineering,Xihua University ,999# Jin Zhou Rd.

Design, Development and Performance Test of Two-Axis Solar Tracker System Muhammad Ikram Mohd Rashid1,a, Nik Fadhil Bin Nik Mohammed2,b, Suliana Binti Ab Ghani2,c, and Noor Asiah Mohamad3,d 1Sustainable Energy & Power Electronics Research Group(SuPER), Faculty of Electrical and Electronics Engineering, Universiti Malaysia Pahang, Pahang, Malaysia 2Faculty of Electrical& Electronics Engineering, Universiti Malaysia Pahang, Pahang, Malaysia 3Faculty of Engineering Technology, Universiti Malaysia Pahang, Pahang, Malaysia amikram@ump.edu.my, bnik.fadhil@yahoo.com, cSuliana@ump.edu.my, dnoorasiah@ump.edu.my Keywords: sun tracker, efficiency, elevation angle, azimuth angle, radiation.
The basic cycle is known as solar time Ts, there are difference than civil time.
The difference between solar time and civil time: Where X is the deviation angle which is calculated by the following equation: The longitude λ, from a prime or international meridian, of standard time of the location is: The longitude international or prime meridian (Greenwich) is 0°, westof Mexico’s central meridian.
Thus, the solar time ts is given by [3]: where tc is civil time.

A Comparison of the Green Building Certification System between South Korea and Vietnam Yosun Yun1, a *, Dongwoo Cho1, b, Changu Chae1, c 1Building and Urban Research Institute, Korea Institute of Civil Engineering and Building Technology, Daehwa-dong 283, Goyangdae-ro, Goyang-si, Gyeonggi-do, South Korea ayyun20@kict.re.kr, bdwcho@kict.re.kr, ccuchae@kict.re.kr Keywords: Green building certification, Building performance, G-SEED, LOTUS.
Korea Vietnam Year Rating System Implemented 2002 2010 Organization Type State-run Non-profit Organization Facility KICT VGBC Certification Facility LH and 10 Facilities VGBC Rating System Residential (New, Existing) Non-Residential (New, Existing) Green Remodeling Residential Non-Residential Building in Operation Certification Levels and Points (non-residential) Green 1 over 80 points Green 2 70-79 points Green 3 60-69 points Green 4 50-59 points Platinum 83-118 points Gold 72-82 points Silver 61-71 points Certified 44-60 points Certified Buildings (2015.12) 6,329 19 Accredited Professionals G-SEED AP LOTUS AP Certification level Provisional Certification (Full) Certification Provisional Certification (Full) Certification G-SEED is cooperated by Ministry of Environment and Ministry of Land, Infrastructure and Transport and managed by Korea Institute of Civil Engineering and Building Technology (KICT), and 10 certification facilities including Korea Land & Housing Corporation
Acknowledgement This research was supported by Korea Institute of Civil Engineering and Building Technology (KICT).

Discussion on the Development of Energy Performance Contracting in the field of Building Energy Saving Yujia Li1, a, Jie Wang 2,b and Jingfei Li3,c 1School of Architecture and Civil Engineering, Xihua University, 999# Jin Zhou Rd.
Jin niu District, Chengdu, Sichuan Province, 610039 2School of Architecture and Civil Engineering, Xihua University, 999# Jin Zhou Rd.
Jin niu District, Chengdu, Sichuan Province, 610039 3School of Architecture and Civil Engineering, Xihua University, 999# Jin Zhou Rd.

Study on the Stability of the Bearing Capacity of Wedge Connected Scaffold ZHOU Shi-hui1,a, Dong Guo2,b, Zhengji Li3,c 1College of architecture and civil engineering, WUYI UNIVERSITY, Wuyishan Fujian 354300, China 2Handan Polytechnic College, Handan Heibei056001, China 3CCFED The Fifth Construction & Engineering CO., Guiyang Guizhou550003, China aEmail: zhoushihui1978@163.com, bEmail: 23164478@qq.com cEmail: lizhengji111@qq.com Keywords: system stiffness analysis; node semi-rigid; finite element analysis; carrying capacity study Abstract: Experimental data obtained from full-scale experiments determines the stiffness of wedge connected of scaffold.
It is less than 35KN / m2 which is ruled as the minimum carring capacity by the construction carring capacity technical regulations JGJ-162.On the other hand, the researchers did not anyalyzed if the height, the longitudinal span, the transverse span and the step were practical when they adopted the provision of the scaffolding specifications and engineering experience.
Proc Inst Civil Eng Civil Eng 2008; 161(4): 177–183

Framework for Sustainable Procurement - Identifying Elements for Construction Works Reini Wirahadikusumah1,a*, Muhamad Abduh2,b and Yunita Messah3,c 1Professor, Department of Civil Engineering, Institute Teknologi Bandung (ITB), Indonesia 2Associate Professor, Department of Civil Engineering, ITB 3Doctoral Student, Department of Civil Engineering, ITB awirahadi@si.itb.ac.id, babduh@si.itb.ac.id, cyunitamessah@students.itb.ac.id Keywords: Sustainable, Procurement, Element, Construction, Public, Project Abstract.

The fourteen sessions address different disciplines, e.g. aerospace, mechanical and civil engineering, and state of the art technologies, e.g. biomechanics, novel sensors, and composite and cellular materials.

Lateral Torsional Buckling of Thin-Walled Cold-Formed Steel Beams with Web Holes - Finite Element Analysis HORACEK Martin1,a, MELCHER Jindrich1,b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Metal and Timber Structures, Veveri 331/95, 602 00 Brno, Czech Republic ahoracek.m1@fce.vutbr.cz, bmelcher.j@fce.vutbr.cz Keywords: Finite element method, Lateral torsional bucking, substitute cross-section, Web holes, Reduced thickness of web.
In current engineering practice several design procedures are used to determine bending resistance [1].
The engineers have opportunity to use the finite element method analysis available in some computational software’s.
Balazs: Design Bending Resistance of Thin-Walled Steel Beams with Respect to Lateral Torsional Buckling – Methods of Calculation, in Proceedings of the 3rd European Conference on Civil Engineering (ECCIE '12) held in Paris, France, WSEAS Press, France (2012), p. 254–259 [2] M.
Venant Torsion Stiffness of Thin-walled Steel Beams with Web Holes, in Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology (EMESEG'12) held in Cambridge, UK, WSEAS Press, Cambridge (2012), p. 103–108 [4] M.

The Analysis of Lateral Displacement Target of Unstiffened Steel Plate Shear Wall Based on the Performance Designing Yongjiu Shi1,a, Jian Xu2,b, Guoxin Dai2,c, Yuanqing Wang1,d 1 Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084, China 2 Faculty of Civil Engineering, Chongqing University, Chongqing 400045, China aemail: shiyj@tsinghua.edu.cn, bemail:123xujian123@163.com, cemail: dgx1018@126.com, demail: wang-yq@tsinghua.edu.cn Keywords: Unstiffened steel plate shear wall;Performance designing;Lateral limits;Shear capacity Abstract.
Civil Engineering ASCE,1979(2):53-55
Structural Engineering Report No.107.University of Alberta,Canada,1983.