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Beam frame supported shear wall structure based on the ANSYS finite element static analysis of Beam-type Transfer Floor XingHua Cheng 1,a, Fu MA 1,b 1 Department of Civil Engineering, Taiyuan University of Technology79, Yingzexi Street, Taiyuan, 030024, China acxhlm1010@163.com, bs991400218@sina.com Keywords: Frame-supported shear wall structure, Beam-type Transfer layer, Finite element static analysis.
Bean-type transfer layer structure is currently the most commonly used vertical conversion is realized in the high-rise building, Because of the way of force transmission using wall (column) - beam - column (wall) form, has the force transfer directly, and clear advantages, convenient for engineering calculation, analysis and design, and the cost is saved.
But in actual engineering design, by the diversity of beam-type transition layer structure, as its main bearing member of transfer beam shows the mechanical characteristics are different .This article through to two kind of structure form of beam type transition floor for stress analysis and comparison, to discuss two kinds of structure forms of transfer beam stress influence.
ANSYS numerical analysis of engineering structure [M].
Civil engineering ANSYS applications [M].

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Preface With an extended gratification, we happily welcome you to the proceedings of the 9th Asia Conference on Mechanical and Materials Engineering (ACMME 2021) and 2021 6th International Conference on Civil Engineering and Materials Science (ICCEMS 2021) which were successfully held as a virtual conference from June 26-28, 2021.
The main objective and feature of the conferences are to bring together academicians, researchers, and industrialists to share and exchange their research experiences and results in different aspects of materials science, materials engineering, civil and structural engineering.
Kew-Yu Chen, Feng Chia University, Taiwan International Technical Committees Gobinda Gopal Khan,Tripura University (A Central University), India Peck Loo Kiew, UCSI University, Malaysia Nanik Indayaningsih, Indonesian Institute of Science-Research Center for Physics, Indonesia Deepa Prabhu, Manipal Institute of Technology, India Chien-Min Cheng, Southern Taiwan University of Science and Technology, Taiwan Cherng-Yuan Lin, National Taiwan Ocean University, Taiwan Debdulal Das,Indian Institute of Engineering Science and Technology, India Eka Lutfi Septiani, Universitas Internasional Semen Indonesia Chitphong Ketthanom, Vongchavalitkul University, Thailand Jing YU, Dalian Maritime University, China Rahul Chhibber, Indian Institute of Technology, Jhodhpur, India Willyanto Anggono, Petra Christian University, Indonesia Saiful Amri Mazlan, Universiti Teknologi Malaysia Huu Loc Nguyen, Ho Chi Minh City University of Technology, Viet Nam Ernie Suzana Ali, Universiti Sains Islam
Mahanakorn University of Technology, Bangkok, Thailand Ivitskiy Igor, National Technical University of Ukraine, Ukraine Purnama Ningsih, University of Tadulako, Indonesia Mohd Rasidi Bin Ibrahim, Universiti Tun Hussein Onn Malaysia, Malaysia Shiau Wei Chan, Universiti Tun Hussein Onn Malaysia M.R.M.Rejab, UNIVERSITI MALAYSIA PAHANG, Malaysia Apirat Theerapapvisetpong, Chulalongkorn University, Thailand Yuichi Otsuka, Nagaoka University of Technology, Japan Kowit Piyamongkala,King Mongkut’s University of Technology North Bangkok, Thailand Tien-Dat Hoang, Thai Nguyen University of Technology, Viet Nam S.Aravindan, IIT Delhi, India Tsu-Hsu Yen, Naval Academy, Taiwan Jayavel S, Indian Institute of Information Technology, Design and Manufacturing, Kancheepuram Melakottaiyur, India Chakrit Suvanjumrat, Mahidol University, Thailand Huy Tran Duc, Hanoi University of Science and Technology, Vietnam Dhaneshwar Mishra/Manipal University Jaipur, India Nuchnapa Tangboriboon, Faculty of Engineering
Siddiqi, University of Engineering and Technology Lahore, Pakistan International Reviewer Committees Ajeng Yulianti Dwi Lestari, Universitas Islam Indonesia, Indonesia Naruebodee Srisang,Prince of Chumphon Campus, Thailand Lu-Lin Li, National United University, Taiwan Mohammed H.

Introduction In recent years, a great number of civil engineering works and buildings have been found to be in poor condition or to be unadapted to the increasingly severe conditions.
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Overview of experimental study and theoretical analysis of concrete beams after high temperature Dongfu Zhao1, a, Zuokai You1,b , Dongdong Liu1,c 1School of civil and transportation engineering, Beijing university of civil engineering and architecture, Beijing100044, China azhaodongfu@bucea.edu.cn, byzk0816@163.com,cddongliu@sina.com Keyword: concrete beam, mechanical properties, experimental study, theoretical analysis, after high temperature Abstract.
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Research on the Influencing Factors of Friction Coefficient between PTFE and Stainless-Steel of Sliding Isolation Bearings Cong Zeng1, a, Zhong Tao2, b, Jun-feng Bai1, c 1Institute of Civil Engineering and Architecture, Northeast Dianli University, Jilin, Jinlin, 132012, China 2Institutes of Civil Engineering and Architecture, Kunming University of Science and Technology, Kunming, Yunnan, 650224, China azc_1113@126.com, btsy0410@vip.sina.com, cbjf_nedu@126.com Keywords: Sliding isolation bearing; PTFE; Stainless-steel; Friction coefficient; Lubricant Abstract.
Introduction Recently, base isolation techniques are widely used in civil engineering.
But most of the application is laminated rubber isolator (LRB), the engineering practice of sliding isolation bearings (SIB) is not mature yet.
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