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Verification of Adjustment Method of Design Seismic Shear Force of the Frame in RC Frame-Shear Wall Structure Jun Hana, Yingmin Lib , Weixian Chen c , Wei Jiang and Wei Zhao Civil Engineering College, Chongqing University, Chongqing, China ahanjun@cqu.edu.cn, bliyingmin@cqu.edu.cn, ccwx617@126.com Keywords: Earthquake Resistance; Reinforced Concrete; Frame-Shear Wall Structure; Internal Force Re-Distribution; Multi-Line to Defend Earthquake; Nonlinear Dynamic Analysis; Pushover Abstract.
However the adjustment measures applied in Chinese code are proposed according to the design experiences of engineers and lack of the theoretical and computational analytical basis.
The adjustment measures applied in Chinese code are proposed according to the design experiences of engineers, lack of theoretical and computational analytical basis and their rationality need to be further studied.

No:8/2 34668 Üsküdar/İstanbul, Türkiye -https://orcid.org/0000-0001-8401-2153 2Karadeniz Technical University, Department of Civil Engineering, Trabzon, Türkiye aaksoy@ktu.edu.tr - https://orcid.org/0000-0001-5232-6465 3Istanbul Metropolitan Municipality İSFALT AŞ Production Manager/Quality R&D Manager, Selimiye Mah.
Series: Materials Science and Engineering 660 (2019) 012046 IOP Publishing doi:10.1088/1757-899X/660/1/012046
Partial replacement of asphalt binder with bio-binder: Characterisation and modification, International Journal of Pavement Engineering Vol. 13, No. 6, December 2012, 515–522
The Prediction of Fatigue Life Based on Four Point Bending Test, The 2nd International Conference on Rehabilitation and Maintenance in Civil Engineering, Procedia Engineering 54 (2013) 851 – 862
Fatigue Performance of Recycled Hot Mix Asphalt: A Laboratory Study, Advances in Materials Science and Engineering, vol. 2017

Hazard and Risk Analysis of Main Dam Work of Rukoh Dam Construction Project Pidie Regency M.Qadri Akbar1,a, Cut Zukhrina Oktaviani2,b* and Mubarak3,c 1,2,3Faculty of Engineering, Syiah Kuala University am.qadriakbar070901@gmail.com, bcut.zukhrina@usk.ac.id, cmubarak@usk.ac.id *cut.zukhrina@usk.ac.id Keywords: Project Main Dam, Hazard Identification, Risk Assessment, Risk Level Abstract.
However, following control measures such as engineering solutions, administrative protocols, and the utilization of personal protective equipment, the overall potential hazards have been mitigated to a low-risk level.
However, following control measures such as engineering solutions, administrative protocols, and the utilization of personal protective equipment, the overall potential hazards have been mitigated to a low-risk level.
Journal of Civil Talents 1 (2018), pp. 30–40

Delgado1,d 1CONSTRUCT-LFC, Departamento de Engenharia Civil, Faculdade de Engenharia Civil, Universidade do Porto, Rua Dr.
Roberto Frias, s/n; 4200-465 Porto, Portugal 2LEPABE - Laboratory for Process Engineering, Environment, Biotechnology and Energy, Faculty of Engineering, University of Porto, Rua Dr.
Roberto Frias, 4200-465 Porto, Portugal 3ALiCE - Associate Laboratory in Chemical Engineering, Faculty of Engineering, University of Porto, Rua Dr.
Case Studies in Thermal Engineering 13: 100374
McGraw-Hill Science/Engineering/Math, 2007

The issues which the topology optimization can solve includes: the design of a variety of structures and mechanisms in the field of aerospace, automotive, civil engineering, micro-electromechanical design; cell clamp in the field of life sciences and micro-medical devices in the interventional therapy; the design of composite materials with specific properties.
Kikuchi:Computer Methods in Applied Mechanics and Engineering,Vol. 71 (1988),p.197
Liu and JG Korvink: Engineering Optimization, Vol. 40 (2008) No.6, p.529
Rozvany: Computer Methods in Applied Mechanics and Engineering, Vol. 89 (1991), p.197
Rozvany: Computer Methods in Applied Mechanics and Engineering, Vol. 128 (1995), p.387

Next, the most used practical (engineering) modeling approaches, such as the thermal analogy and the strain induced potential (or field) approaches are discussed.
Piezoelectric electromechanical coupling representations follow mostly practical (engineering) modeling methods like thermal analogy (TA) [8], strain induced potential (IP) [11] or strain induced field (IF) [12] concepts.
Bitnar Eds., Civil-Comp Press, Scotland 2004), Paper 81

Preparation and Properties of Iron Tailings-Fly Ash Based Geopolymers Hai-Tao Wang1,a*, Yi Yang1,b, Yu Zhang1,c,Yue Xin1,d,Ying Zhou1,e 1School of Civil Engineering, Dalian Jiaotong University, Dalian, Liaoning, China.
It can be widely used in cement instead of cementing materials, civil engineering quick repair materials, lightweight fireproof high temperature resistant materials, etc.[10-13].
Key Engineering Materials. 2023, 944:231-246.
Journal of Building Engineering. 2024, 83:108337.
China Academy of Engineering Physics, 2018, in Chinese

Critical Risks Influencing the Application of EERTs in Australian Green Office Buildings Guomin Zhang1,a, Ibrahim Mosly1,b, Sujeeva Setunge1,c and Xiao-Hua Jin2,d 1School of Civil, Environmental and Chemical Engineering, RMIT University, Melbourne, Australia 2School of Computing, Engineering and Mathematics, University of Western Sydney, Australia akevin.zhang@rmit.edu.au, bibrahim.mosly@rmit.edu.au, csujeeva.setunge@rmit.edu.au, dxiaohua.jin@uws.edu.au Keywords: risk; stakeholders; lifecycle; energy efficient technology; renewable energy technology; green office buildings.
This included 40 architect, 67 engineers, 42 project managers, and 16 contractors.
Engineer 10.137 0.011 ST Emerge of new, superior technology Contractor Engineer 8.461 0.006 UFAD Lack of access to necessary spare parts Engineer Contractor 2.985 0.012 Project Manager Contractor 6.436 0.017 Emerge of new, superior technology Architect Engineer 4.722 0.035 WT Lack of availability of skilled personnel Contractor Engineer 7.357 0.039 Contractor Architect 7.850 0.036 Part Three: Most Affected Stakeholder/s by Risks.
The stakeholders included architects, engineers, project managers, suppliers, occupier and owners.
Architects, project managers, and contractors were found to be more concerned about this risk than engineers.

But imitation of these structures with using constructional materials provides the high structural stiffness of objects in civil engineering and mechanical engineering [6-9].
Procedia Engineering, 2011, 15, p 762-766
Structural Engineer, 2010, 26(3), p 13-18
Ocean Engineering, 2014, 81, p 50-57
Structure Engineers, 2014, 30(2), p 164-169

Engineers model the design to produce a prototype using industry-standard methods like Computer Aided Engineering (CAE).
Pro/ENGINEER (Pro/E) was used to build the robot manipulator parametric solid models.
Engineering data which includes the materials for chassis was assigned.
Joseph, Verification of Computer Aided Engineering (CAE) in Optimization of Chassis for Tricycle, International Journal of Innovative Research in Advanced Engineering, 6(3) (2016) 98-102.
Deore, Stress Analysis of Ladder Chassis with Various Cross Sections, International Journal of Mechanical and Civil Engineering, 10(4) (2015) 111-116.