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An Analytical Study for Safety Evaluation of Demolition-Assembled Permeable Steel Open-Type Erosion Control Dam Sang-Moon Lee1,a, Woo-Young Jung2,b* 1Institute for Disaster Prevention, Gangneung-Wonju National University, Gangneung, Gangwon, Republic of Korea 2Department of Civil Engineering, Gangneung-Wonju National University, Gangneung, Gangwon, Republic of Korea aidealmoon@gwnu.ac.kr, bwoojung@gwnu.ac.kr Keywords: Driftwood Prevention Structural, Erosion Control Dam, Debris flow, Anchor Bolt Abstract.
[6] Mostafazadeh-Fard, Saman, Dissipating Culvert End Design for Erosion Control Using CFD Platform FLOW-3D Numerical Simulation Modeling, Journal of pipeline systems engineering and practice. 14 (2022) 04022064
[15] Hafezolghorani, M, Hejazi, F, Vaghei, R, Jaafar, Karimzade, K, Simplified Damage Plasticity Model for Concrete, Structural Engineering International. 27 (2017) 68-78.

Comparative Study on the Earthquake-proofing Performance of Chinese and Japanese Building Structures Yudong Wang1, Wenshuai Zhang1 1College of Resources and Civil Engineering ,Northeastern University,Shenyang,Liaoning, 110004 China wangyudong_111@163.com Keywords: Earthquake-proofing; Building Structure; Standards; New Materials; New Technologies Abstract: In recent years, there were frequent earthquakes happening in China.
The national standards such as the "standards for the classification of the building engineering earthquake-proofing settings" and the "regulations for the planning and management of the urban earthquake-proofing and disaster-prevention" have been implemented in China, so as to carry out the classification of earthquake proofing and prevention, the division of the responsibilities as well as the disaster-prevention planning.
Based on this example, it can be obviously learnt that China can introduce this way and then apply the advanced theory into the practical engineering according to the actual conditions of China.

Darabi, Optimal Identification of Ground-Water Pollution Sources, International Journal of Civil Engineering, vol. 5 (2007), p. 144-154
Maslia, Identification of contaminant source location and release history in aquifers, Journal of Hydrological Engineering, vol. 6 (2001), p. 225-234
Allam, Swarm Intelligence Based Inverse Model for Characterization of Groundwater Contaminant Source, Electronic Journal of Geotechnical Engineering, vol. 14 (2009), p. 1-14

A Novel Technique for Dynamic Analysis of Beam-like Structures on Tensionless Elastic Foundations Subjected to Moving Loads Mostafa Attar1,a, Ali Karrech2,b and Klaus Regenauer-Lieb3,c 1School of Mechanical Engineering, The University of Western Australia, WA 6009, Australia 2School of Civil and Resource Engineering, The University of Western Australia, WA 6009, Australia 3School of Earth and Environment, The University of Western Australia, WA 6009, Australia amostafa@mech.uwa.edu.au; mostafa.attar@gmail.com, bali.karrech@uwa.edu.au, cklaus.regenauer-lieb@uwa.edu.au Keywords: Tensionless foundation, Timoshenko beam, Moving load, Lattice spring model.
Introduction Several engineering structures such as railways and pipelines rest on elastic foundations where the resulting time-dependent stresses due to the moving loads are much greater than those in the corresponding static cases.

The Study and Realization of Grading Modeling Risk Assessment for Buried Gas Pipeline Longjiang Li 1, a * , Jinyu An2,b and LanZhou3,c 1Mining College,Guizhou University, Guiyang Guizhou ,550025,China. 2 Civil Engineering College,,Guizhou University, Guiyang Guizhou ,550025,China. 3School of Chemistry and Chemical engineering,Guizhou University, Guiyang,China,550025.
Systems engineering And Electronics .2003,25 (10), from 1250 to 1252

The Technological Study of Surface Permeable Protection Materials for Fair Faced Concrete ZHANG Yan1,2，WANG Qicai1，SU Xiaojing2 1.School of Civil Engineering and Architecture, Lanzhou Jiao tong University, Gansu Lanzhou 730070, China 2.
School of Materials Science & Engineering，Southwest University of Science and Technology，Sichuan Mianyang 621010, China Keywords: Fair faced Concrete；Durability；Protective Coating；Surface Abstract: Fair faced concrete is currently a new kind of construction manifestation fusing Oriental Zen thought of “imitation of nature”, obtaining applications in many buildings, but it will appear the phenomenon of water veneer degradation and damage without surface protection.
Since fair faced concrete doesn’t take patching and painting protection of later period, it’s extremely easy to absorb water and harmful ions in the environment, which will cause erosion leading to degradation and damage of fair-faced veneer when exposed in nature, easily resulting in water absorption, pollution and common deterioration phenomena such as reinforced corrosion, frozen-thaw cycle, and sulfate erosion, and alkali-aggregate reaction, etc [1] to cause major hidden danger and economic loss of engineering.

Procedia Engineering, 151 (2016) 292-299
Hui, Additive manufacturing (3D printing): A review of materials, methods, applications and challenges, Composites Part B: Engineering, 143 (2018) 172-196
Tan, Fresh and hardened properties of 3D printable cementitious materials for building and construction, Archives of Civil and Mechanical Engineering, (2018) 311-319

The Impact of Various Factors on the Energy Performance of Selected Types of Family Houses Dušan Katunský1,a* and Marek Farárik2,b 1Technical University of Košice, aFaculty of Civil Engineering, Department of Architecture and Building Structures, Institute of Architectural Engineering, Vysokoškolská 4, 042 00 Košice, SK 2Dekprojekt SR, s.r.o Žilina, Kamenná 6, 010 01 Žilina, SK a*dusan.katunsky@tuke.sk bmarek.fararik@dek-sk.com, Keywords: energy for heating, demand of heat for heating, building shape factor, primary energy, renewable energy resources Abstract.
Lopušniak, "Evaluation of Energy Consumption for Heating of Industrial Building in-Situ," Engineering, Vol. 3 No. 5, 2011, pp. 470-477. (2011) [13] STN 730540-2/Z1: TOB.

Experimental and Analytical Investigation of Steel Reinforced Grout (SRG) Strengthened Masonry Panels Xuan WANG a *, Chi Chiu LAMb , Vai Pan IUc and Kun Pang KOUd Department of Civil and Environmental Engineering, University of Macau, Macau SAR, China aallenxuanwang@gmail.com, bfstccl@umac.mo, c vaipaniu@umac.mo, dkpkou@umac.mo Keywords: Steel Reinforced Grout (SRG); Masonry strengthening; Diagonal compression tests; Analytical study.
Park, Evaluation of ductility of structures and structural assemblages from laboratory testing, Bulletin of the New Zealand National Society for Earthquake Engineering, 22(3):155–166 (1989)
Lam, Modelling the nonlinear behaviour of masonry walls strengthened with textile reinforced mortars, Engineering Structures Volume 134, Pages 11–24 (2017).

Lukina, Problems and prospects of the implementation of the policy of import substitution in the formation of industrial cooperation on the use of composite materials in the domestic civil aircraft industry on the example of JSC United Aircraft Corporation, Engineering Journal: Science and Innovations. 11 (2014) pp 1-12.
International Plastics Handbook the Resource for Plastics Engineers, ed.
Rumyantsev, Polymer composite materials in the construction of aircraft, Conversion and mechanical engineering 4 (2004) Information on www: viam.ru/public [9] R.I.