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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.

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

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

The reliability theory based expert system research for Subway construction safety risk identification Xianguo Wu1, Huitao Liu1, Limao Zhang1, Baojun Ding1, Haizhou Zhai1, Xi Li1 1School of Civil Eng. & Mechanics, HUST, Wuhan 430074, China 6516868@qq.com Keywords: subway security risk, automatic identification, confidence factor theory, knowledge base structuring, contribution Abstract.
Construction safety risk identification involves many kinds of factors such as engineering body characteristics, engineering geology and hydrogeology, surrounding environment, construction methods,, and so on.
It is required that recognition people have rich engineering experience.
For metro station foundation pit engineering, different risk fact may cause the same safety accidents.
Railway Engineering. 2006, (1):49-51 [6] Li Lei, Gao Tieman.

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

The ocean engineering, 2003, 21(1):78-86
Port&Waterway Engineering, 2000, (12):96-102
The Ocean Engineering, 1996, 14(4): 53-58
Proceedings of the Institution of Civil Engineers, Maritime and Waterways Engineering Division Meeting[C], 1957, 7:827-879
Coastal Engineering, 2010, (57): 585-596

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.