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Online since: August 2023
Authors: Nesreddine Djafar-Henni, Rachid Chebili
Optimum Shear Walls Distribution in Framed Structures for Buildings Subjected to Earthquake Excitations
Nesreddine Djafar-Henni1,a*, Rachid Chebili2,b
1Laboratory of Research in Civil engineering LRGC, University of Biskra,
BP145 Biskra 07000, Algeria
2Laboratory of Research in Civil engineering LRGC, University of Biskra,
BP145 Biskra 07000, Algeria
anasiroddine@gmail.com, brachid.chebili@univ-biskra.dz
Keywords: Dual RC buildings, RC shear walls, Modeling, Static nonlinear pushover analysis, Optimization, Seismic performance.
Engineering Demand Parameters (EDPs) such as lateral displacement, inter-story drift ratio, shear force, and bending moment along the building height were presented.
Four finite element models of buildings with shear walls were developed using the open software for earthquake engineering simulation OpenSEES.
Engineering demand parameters (EDPs) such as lateral displacement, inter-story drift ratio, shear force, and bending moment along the building height were presented.
[27] FEMA 356, American Society of Civil Engineers, FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building, US Fed.
Engineering Demand Parameters (EDPs) such as lateral displacement, inter-story drift ratio, shear force, and bending moment along the building height were presented.
Four finite element models of buildings with shear walls were developed using the open software for earthquake engineering simulation OpenSEES.
Engineering demand parameters (EDPs) such as lateral displacement, inter-story drift ratio, shear force, and bending moment along the building height were presented.
[27] FEMA 356, American Society of Civil Engineers, FEMA 356 Prestandard and Commentary for the Seismic Rehabilitation of Building, US Fed.
Online since: September 2013
Authors: Xing Song Cao, Ya Yun Hu, Shi Xiong Liu
Approximate Theoretical Analysis on Excavation Disturbed Zone of a Soft Rock Slope in Suining-Ziyang Expressway Engineering in Southwestern China
Cao Xingsong 1, a, Hu Yayun 2, b and Liu Shixiong 1, c
1Chongqing Construction Engineering Group Sichuan Suining-Ziyang Expressway Co.
These results are coincident realistic engineering results of slope excavation.
Engineering Geology, Vol. 56(2000), p.97 [5] Deng Jianhui, Wang Hao, Jiang Qinghui.
Chinese Journal of Rock Mechanics and Engineering, Vol. 21(2002), p.180 [6] Xia Xilun, Zhou Huoming, Sheng Qian.
Chinese Journal of Rock Mechanics and Engineering, Vol. 20(2001), p.171 [8] Zhang Xueyan.
These results are coincident realistic engineering results of slope excavation.
Engineering Geology, Vol. 56(2000), p.97 [5] Deng Jianhui, Wang Hao, Jiang Qinghui.
Chinese Journal of Rock Mechanics and Engineering, Vol. 21(2002), p.180 [6] Xia Xilun, Zhou Huoming, Sheng Qian.
Chinese Journal of Rock Mechanics and Engineering, Vol. 20(2001), p.171 [8] Zhang Xueyan.
Online since: October 2010
Authors: Shi Lang Xu, Xiu Fang Zhang
Ductility evaluation of reinforced UHTCC structural members
Xiufang Zhang1, a, Shilang Xu2, b
1Department of Civil Engineering, Dalian University of Technology, Dalian, P.
China 2College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, P.
ASCE Journal of Structural Engineering, Vol. 120, No. 6, (1994), p. 1798
China 2College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, P.
ASCE Journal of Structural Engineering, Vol. 120, No. 6, (1994), p. 1798
Online since: January 2012
Authors: Xin Gui Zhang, Xiang Gang Kong
Application of Short -Static Driven Piles for High-Rise Building in Nanning
Zhang Xingui1.a and Kong Xianggang2.b
1.2School of Civil and Architectural Engineering , Guangxi University , Nanning, China
2.
Low-strain Dynamic Pile-test Result Diameter (mm) Length (m) Number ⅠCategory Pile Scale (%) 500 3.0~5.2 181 97.5 5.3~6.0 19 100 400 2.8~5.0 15 87 5.0~6.0 1 100 300 3.0~5.2 20 90 5.3~6.2 20 90 6.3~7.2 7 100 Engineering Geologic Condition According to the detailed geotechnical investigation report [2], the superimcumbent bed is a newly formed deposit of miscellaneous fill①.
[3] Guangxi Civil Engineering Survey And Control Ltd, The En- gineering Quality Inspection Report of Guangxi Polytechnic of Construction Staff Dormitory,2007.
Low-strain Dynamic Pile-test Result Diameter (mm) Length (m) Number ⅠCategory Pile Scale (%) 500 3.0~5.2 181 97.5 5.3~6.0 19 100 400 2.8~5.0 15 87 5.0~6.0 1 100 300 3.0~5.2 20 90 5.3~6.2 20 90 6.3~7.2 7 100 Engineering Geologic Condition According to the detailed geotechnical investigation report [2], the superimcumbent bed is a newly formed deposit of miscellaneous fill①.
[3] Guangxi Civil Engineering Survey And Control Ltd, The En- gineering Quality Inspection Report of Guangxi Polytechnic of Construction Staff Dormitory,2007.
Online since: May 2011
Authors: Jin Shan Lei, Li Ping Yan, Xiu Zhu Yang, De Zhi Liu
Control of Water and Sand Gush in Tunnelling with Earth Pressure
Balanced Compound Type Shield
Jinshan Lei1, a, Liping Yan2,b, Xiuzhu Yang 3,c and Dezhi Liu 4,d
1School of Civil Engineering And Architecture of Central South University, Changsha 410075, China
2Geotechnical & Earthquake Engineering, Southwest Geotech, INC.
California 92705, U.S.A 3School of Civil Engineering And Architecture of Central South University, Changsha 410075, China 4Guangzhou Metro Subway Corporation, Guangzhou 510380, China ajslei8522@126.com , bLyan_GE@yahoo.com, cxzyang1661@126.com , dliudezhi@gzmtr.com Keywords: Gush of water and sand, Subway, Tunnelling, Two-staged helical conveyer, foam material.
California 92705, U.S.A 3School of Civil Engineering And Architecture of Central South University, Changsha 410075, China 4Guangzhou Metro Subway Corporation, Guangzhou 510380, China ajslei8522@126.com , bLyan_GE@yahoo.com, cxzyang1661@126.com , dliudezhi@gzmtr.com Keywords: Gush of water and sand, Subway, Tunnelling, Two-staged helical conveyer, foam material.
Online since: October 2012
Authors: Chang Hang Wu, Wei Jun Zhang
Evaluation of Sequencing Batch Biofilm Reactor for Biological Nutrient Removal from Simulated Domestic Wastewater
Changhang Wu1, a, Weijun Zhang2,b
1 Department of Environmental Engineering, Luoyang Institute of Science and Technology,
Luoyang , Henan, 471023,China
2 Department of Civil Engineering, Luoyang Institute of Science and Technology,
Luoyang , Henan, 471023,China
a ch_wu70@163.com, b wgg@lit.edu.cn
Keywords: Fiber thread carrier; SBBR; C/N ratio; Domestic Wastewater.
Acknowledgements .This work was jointly supported by the Intramural fund of Luoyang Institute of Science and Technology (2009BZ23) and the open Research Fund Program of Key Laboratory of Urban Stormwater System and Water Environment (Beijing University of Civil Engineering and Architecture), Ministry of Education(YH201103004).
Acknowledgements .This work was jointly supported by the Intramural fund of Luoyang Institute of Science and Technology (2009BZ23) and the open Research Fund Program of Key Laboratory of Urban Stormwater System and Water Environment (Beijing University of Civil Engineering and Architecture), Ministry of Education(YH201103004).
Online since: September 2011
Authors: Jun Zhi Zhang, Zhao Qi Fu, Yan Dong Zhu, Jing Zhao, Ling Jie Wu
Experimental Research for Scour Resistance of Basalt and Carbon Fiber Hydraulic Concrete
Junzhi Zhanga, Yandong Zhub, Jing Zhaoc, Zhaoqi Fud, and Lingjie Wue
College of architecture and civil engineering, Zhejiang University of Technology, Hangzhou, 310014, P.R.
Introduction The basalt fiber is a kind of inorganic fiber material that it’s being studied in application and research in civil engineering at present.
(in Chinese) [4] Jongsung Sim, Cheolwoo Park and Do Young Moon: Composites, part B: engineering, Vol. 36(2): 504-512 (2005)
Introduction The basalt fiber is a kind of inorganic fiber material that it’s being studied in application and research in civil engineering at present.
(in Chinese) [4] Jongsung Sim, Cheolwoo Park and Do Young Moon: Composites, part B: engineering, Vol. 36(2): 504-512 (2005)
Online since: November 2012
Authors: Ling Yu, Yong Ming Fu
Optimal Sensor Placement based on MAC and SPGA Algorithms
Yongming Fu1-2, a Ling Yu1-3, b*
1 College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China
2 MOE Key Lab of Disaster Forecast and Control in Engineering, Jinan University, Guangzhou, 510632, China
3 Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China
a fugu17@163.com, b lyu1997@163.com (*corresponding author)
Key words: Optimal sensor placement; single parenthood genetic algorithm; structural health monitoring; modal assurance criterion.
Online since: September 2014
Authors: Jian Hua Ye
Study on the Restoration and Protection of Huixian Taoist Temple in Wuxiang of Shanxi
Jianhua Ye
Department of Civil Engineering, Luoyang Institute of Science and Technology
No 90, Wangcheng Avenue, Luoyang 471023,PR China
Yejianhua1973@163.com
Keywords: Taoist architecture, Huixian Taoist Temple , Protection , Repair .
This is China's rapid social and economic development in the process of how to protect and repair of ancient buildings and an engineering example.
[3] Qian Zhou, Weiming Yan, Jinbao JI, Journal of Civil Engineering, 2013(1):117-121
This is China's rapid social and economic development in the process of how to protect and repair of ancient buildings and an engineering example.
[3] Qian Zhou, Weiming Yan, Jinbao JI, Journal of Civil Engineering, 2013(1):117-121
Online since: January 2014
Authors: Yu Hang Liao, Wei Lu, Lie Pan
Performance analysis on a solar-driven air-cooled ejector refrigeration system for air-conditioning using ammonia as refrigerant
LIAO Yuhang *, LU Wei and PAN Lie
College of Civil Engineering and Architecture, Guangxi University,Nanning 530004,China
School of Chemistry and Chemical Engineering, Guangxi University,Nanning 530004,China
College of Civil Engineering and Architecture, Guangxi University,Nanning 530004,China
Keywords: solar energy; ejector refrigeration system; ammonia; performance analysis
Abstract.