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Online since: July 2014
Authors: Ri Rong Fu, Lan Wen Li, Xin Yan Yuan, Kang Ning Liu, Ran Li
Seismic performance analysis of a high-rise structure with multi-short columns
Rirong Fu1,a, Lanwen Li2, Xinyan Yuan3, Kangning Liu1, Ran Li1
1Shandong Jianzhu University,School of Civil Engineering, Jinan, China, 250101
2Shandong Dawei International Architectural Design Co., Ltd.
Engineering body structure is reinforced concrete frame-shear wall structure with two layers podium that aboveground parts are separated to tower with seismic joint and underground parts are connected to the whole structure.
Pushover Analysis for A Symmetric and Setback Multistory Buildings. 12th World Conference on Earthquake Engineering, Paper No.1093, 2076-2086. (2000) [3] GB50011-2010, Seismic Design of Buildings[S].
Engineering body structure is reinforced concrete frame-shear wall structure with two layers podium that aboveground parts are separated to tower with seismic joint and underground parts are connected to the whole structure.
Pushover Analysis for A Symmetric and Setback Multistory Buildings. 12th World Conference on Earthquake Engineering, Paper No.1093, 2076-2086. (2000) [3] GB50011-2010, Seismic Design of Buildings[S].
Online since: February 2014
Authors: Liu Chao Qiu
DEM Analysis of Energy Loss in Elastoplastic Impact Between Particles
Liu-Chao Qiu1,a
1College of Water Resources & Civil Engineering, China Agricultural University, Beijing, 100083, China
aqiuliuchao@cau.edu.cn
Keywords: elastoplastic impact; energy dissipation; DEM; numerical analysis.
Introduction Elastoplastic impact of particles occurs widely in engineering applications such as particle impact damping (PID) [1], pharmaceutical [2] and transporting fruit [3].
Technol 41 92 [4] Thornton C 1997 ASME J Appl Mech 64 383 [5] Wu C Y, Li, L Y, and Thornton C 2005 International Journal of Impact Engineering 32 593 [6] Cundall P, Strack O A 1979 Gotechnique 29 47 [7] Sun Q C, Jin F, Wang G Q, Zhang G H 2010 Acta Phys.
Introduction Elastoplastic impact of particles occurs widely in engineering applications such as particle impact damping (PID) [1], pharmaceutical [2] and transporting fruit [3].
Technol 41 92 [4] Thornton C 1997 ASME J Appl Mech 64 383 [5] Wu C Y, Li, L Y, and Thornton C 2005 International Journal of Impact Engineering 32 593 [6] Cundall P, Strack O A 1979 Gotechnique 29 47 [7] Sun Q C, Jin F, Wang G Q, Zhang G H 2010 Acta Phys.
Online since: July 2008
Authors: Chuan Zeng Zhang, Xiao Wei Gao, Jing Wang
Zhang2, c
1
Department of Engineering Mechanics, Southeast University, Nanjing 210096, PR China
2
Department of Civil Engineering, University of Siegen, D-57068 Siegen, Germany
a
wangjing060730@qq.com, bxwgao@seu.edu.cn, cc.zhang@uni-siegen.de
Keywords: Fracture mechanics, Crack analysis, Functionally graded materials, Stress intensity
factors, Boundary element method.
Thus, fracture and damage analysis of FGMs is an important issue to their reliability and durability in engineering applications.
Thus, fracture and damage analysis of FGMs is an important issue to their reliability and durability in engineering applications.
Online since: May 2011
Authors: Wei Lin, Ze Ming Wang, Yuan Zhang
Comparison of Vertical Model and Spatial Model for Vehicle-Track-Bridge Coupling Vibration System
Yuan Zhang1, a, Wei Lin2, b , Zeming Wang3, c
1 College of Architecture & Storage Engineering, China University of Petroleum (Huadong), Dongying 257061,China
2 School of Civil Engineering, Fuzhou University, Fuzhou 350108,China
3 North China Municipal Engineering Design & Research Institute, Tianjin, 300074, China
avnh1980@163.coml, bcewlin@fzu.edu.cn, cwangzeming04@cemi.com.cn
Keywords: Vehicle-Track-Bridge System; Vertical Coupling Vibration; Spatial Coupling Vibration
Abstract.
Online since: December 2014
Authors: De Wei Jiao, Zuo Hua Cai, Yan Li, Yu Lai Han, Xiao Le Zhang
Deflection change analysis of bending steel beam under high temperature and uniform loads
Yulai Han, Xiaole Zhang, Dewei Jiao, Zuohua Cai, Yan Li
College of Aerospace and Civil Engineering, Harbin Engineering University Harbin 150001 China
Emai:zhangxiaole0816@126.com
Keywords: High temperature, Uniformly distributed load, Bending beam, Deflection change
Abstract: In case a fire occurs in a steel structure building, materials properties and mechanical properties have undergone great changes, especially bending beam, its force complex than other members, charged with an important role in the structure, when the fire broke out the other members also prone to failure.
Therefore, to study on the change of deflection of bending steel beams in fire under high temperature, have important engineering significance for the study of the fire, the fire resistance of steel components.
Therefore, to study on the change of deflection of bending steel beams in fire under high temperature, have important engineering significance for the study of the fire, the fire resistance of steel components.
Online since: May 2011
Authors: Qing Ning Li, Tian Li Wang, Jing Jing Xi
Calculation of State Transfer of Curved Bridge
Jingjing Xia, Qingning Lib and Tianli Wangc
School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
axiaowang_n1@163.com, blqn419@126.com, cwangtldq@xauat.edu.cn
Key words: Curved Bridge; Transfer Matrix Method; Field Transfer Matrix; Point Transfer Matrix
Abstract.
[2] Jianpeng Sun, Qingning Li: World Earthquake Engineering.
[5] Fumin Wang: Transfer Matrix Design Method for Curve Bridge and Engineering Practical Application.
[2] Jianpeng Sun, Qingning Li: World Earthquake Engineering.
[5] Fumin Wang: Transfer Matrix Design Method for Curve Bridge and Engineering Practical Application.
Online since: October 2011
Authors: Xi Cheng Zhang, Jian Yang Xue, Hong Tie Zhao, Yan Sui
Experimental Study on Stiffness of Dougong in Chinese Ancient Buildings
Yan Sui 1,a, Hongtie Zhao1,b, Jianyang Xue1,c, Xicheng Zhang1,d
1 School of Civil Engineering and Transportation, Xi’an University of Architecture and Technology, Xi’an 710055, P.R.
Engineering Mechanics, Vol.1(2001), p.137.
World Earthquake Engineering, 17(2001), p.1.
Engineering Mechanics, Vol.1(2001), p.137.
World Earthquake Engineering, 17(2001), p.1.
Online since: August 2025
Preface
We feel honoured and elated to release the Proceedings of 2024, the 13th International Conference on Engineering and Innovative Materials (ICEIM 2024) and 2024 6th International Conference on Advances in Materials, Mechanical and Manufacturing (AMMM 2024), sponsored by Tokyo Denki University and co-sponsored by Osaka Institute of Technology.
Sapuan, Universiti Putra Malaysia, Malaysia Yong Li, Beihang University, China Liang An, The Hong Kong Polytechnic University, China Manoj Gupta, National University of Singapore, Singapore Osman Adiguzel, Firat University, Turkey Hamidi Abdul Aziz, Universiti Sains Malaysia, Malaysia Liuhe (Mark) Li, Beihang University, China Liubov Adamtsevich, Moscow State University of Civil Engineering, Russia Elvira P.
Rafiqul Islam, Bangladesh Government in Ministry of Power, Energy & Mineral Resources, Bangladesh Raj Das, RMIT University, Australia Wei Ren, Xi’an University of Posts and Telecommunications, China Umair Azhar, Khwaja Fareed University of Engineering and Information Technology, Pakistan Tariku Sinshaw Tamir, Guangdong University of Technology, China Ghulam Yasin, Shenzhen University, China Henry Hu, University of Windsor, Canada Pavlo Maruschak, Ternopil National Ivan Puluj Technical University, Ukraine Hai-Long Jia, Jilin University, China Tushar Madhukar Sonar, South Ural State University, Russia Manuela Galati, Politecnico di Torino, Italy Aamer Nazir, King Fahd University of Petroleum and Minerals, Saudi Arabia Chamila Gunasekara, RMIT University, Australia Nilgün Baydoğan, Istanbul Technical University, Turkey Mary Donnabelle L.
Sapuan, Universiti Putra Malaysia, Malaysia Yong Li, Beihang University, China Liang An, The Hong Kong Polytechnic University, China Manoj Gupta, National University of Singapore, Singapore Osman Adiguzel, Firat University, Turkey Hamidi Abdul Aziz, Universiti Sains Malaysia, Malaysia Liuhe (Mark) Li, Beihang University, China Liubov Adamtsevich, Moscow State University of Civil Engineering, Russia Elvira P.
Rafiqul Islam, Bangladesh Government in Ministry of Power, Energy & Mineral Resources, Bangladesh Raj Das, RMIT University, Australia Wei Ren, Xi’an University of Posts and Telecommunications, China Umair Azhar, Khwaja Fareed University of Engineering and Information Technology, Pakistan Tariku Sinshaw Tamir, Guangdong University of Technology, China Ghulam Yasin, Shenzhen University, China Henry Hu, University of Windsor, Canada Pavlo Maruschak, Ternopil National Ivan Puluj Technical University, Ukraine Hai-Long Jia, Jilin University, China Tushar Madhukar Sonar, South Ural State University, Russia Manuela Galati, Politecnico di Torino, Italy Aamer Nazir, King Fahd University of Petroleum and Minerals, Saudi Arabia Chamila Gunasekara, RMIT University, Australia Nilgün Baydoğan, Istanbul Technical University, Turkey Mary Donnabelle L.
Online since: September 2014
Authors: Jian Gang Ge, Ming Lei
Calculation of vortex-induced resonance on a thermo well
Lei Ming1,a, GE Jiangang2,b
1School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
2PetroChina West Pipeline Company,Urumqi 830013,China
a406409224@qq.com, b bxbgdgejg@petrochina.com.cn
Keywords: vortex-induced vibration; thermo well; vortex shedding frequency
Abstract.
They occur in many engineering situations, such as bridges, stacks, transmission lines, aircraft control surfaces, offshore structures.
Structural wind engineering[M].
They occur in many engineering situations, such as bridges, stacks, transmission lines, aircraft control surfaces, offshore structures.
Structural wind engineering[M].