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Journal of Natural Gas Science and Engineering. 78 (2020) 1–20
Mechanics and Mechanical Engineering. 22 (2018) 727–737. https://doi.org/10.2478/mme-2018-0057 [11] V.
Key Engineering Materials. 927 (2022) 77–86. https://doi.org/10.4028/p-8t33rc [25] Tin.
International Journal of Engineering and Technology(UAE). 7(3) (2018) 587–5906
Key Engineering Materials. 954 (2023) 167–175. https://doi.org/10.4028/p-hgyq9v [43] S.M.

In recent years aircraft maintenance practices have been influenced by changes in aircraft design philosophy and improvements in engineering technology.
Well known literature on the subject of Reliability Centered Maintenance (RCM) cited studies done on civil aircraft describing patterns of failure that contradicted the belief of a relationship between reliability and operating age.
In broad engineering terms, ‘ageing aircraft’ is a term used to describe aircraft which are exhibiting one or more of the systemic effects of age and use, be it airframe fatigue, corrosion, or component failures through wear out- Fatigue engineers tend to be more selective and define ‘ageing aircraft’ to be aircraft which have exceeded their certified airframe design life [6].
Society of Automotive Engineers Inc (SAE), 1997
Journal of Quality in Maintenance Engineering, 1(3), 1-17). 1995 [5] Suprasad V.

Engineering background Overview of shield tunnel crossing under railway.
References [1] Yanwei Zang, Dongliang Zhang, Zhe Luo, Railway Engineering 5 (2006) 70-73.
(In Chinese) [6] Gang Wei, Chinese Journal of Rock Mechanics and Engineering 28 (2009) 418-424.
(In Chinese) [9] Ning Li, Zhu Wang, Xuan Han, Houxiang Liu, China Civil Engineering Journal 39 (2006) 107-111.
(In Chinese) [14] Zhaoxin Luo, Zhaofeng Ding, Journal Of Railway Engineering Society 8 (2008) 33-36.

Design and Research on the Warm-mix Rubber-Modified Asphalt Mixture Based on the GTM Method Zhengzhong Li 1, 2, a, Di Wu 3,b, Xiaoyan Song 1, 2,c, Han Zhu 4,d 1 Tianjin Municipal Engineering Research Institute, Tianjin, China 2 Tianjin Road and Bridge Engineering Technology Center, Tianjin, China 3 College of Civil and Transportation Engineering Hohai University, Nanjing, China 4 School of Civil Engineering Tianjin University, Tianjin, China alizhengzhonglzz@163.com, bwudi@163.com, csongxiaoyan@163.com, dzhuhan@163.com Keywords: GTM, Evotherm warm-mix technology, rubber-modified asphalt mixture, design study Abstract: By using GTM method, with equal volume parameters as the criterion, determined the suitable temperature of Evotherm warm-mix rubber-modified asphalt mixture, and applied Marshall method for repeated experiments, holding that GTM method could increase the cooling rate.
Warm-mix technology can effectively reduce the mixture construction temperature, with a significant energy saving and environmental advantages[1]; by the use of waste tire crumb rubber as asphalt modifier, rubber-modified asphalt material technology can effectively improve the performance of conventional asphalt, and can also significantly alleviate the pollution problems caused by the accumulation of waste tires[2];GTM design method conducts material design by measuring and reckoning the mechanical properties of the mixture, thus achieving integration design of material properties and structural properties[3].The aforementioned technologies have been successfully applied to engineering practice and reflected their technical advantages; if these technologies can be effectively integrated to improve the traditional paving technology from the perspectives of construction, material and design, it is bound to achieve greater economic, environmental and social benefits.
(in Chinese) [2] Wang Xu-dong, Research on the wasted rubber powder used in highway engineering[R], Beijing: Research Institute of Highway Ministry of Transport, 2004.

After the earthquake, many experts made investigation and research on buildings damage in the disaster area in no time, and analyzed characteristics of building damage with engineering damage case[2][3].
(3) New technology about seismic isolation and energy dissipation and aseismic building materials are vigorously developed and applied in multi-storey civil buildings to improve overall seismic performance of structures
[2] Civil and structural groups of Tsinghua University, Xinan Jiaotong University and Beijing Jiaotong University.
Journal of Earthquake Engineering and Engineering Vibration, 2008. 28(3): 7-15
Earthquake Engineering and Engineering Vibration, 25(6): 178-182(in Chinese).

Prediction and Measurement of Lamb Wave from Debondings at Structural Features in Composite Laminates Ching-Tai Ng1,a, Martin Veidt 2,b 1School of Civil, Environment & Mining Engineering, The University of Adelaide, Adelaide, South Australia, 5005, Australia 2School of Mechanical and Mining Engineering, The University of Queensland, Brisbane, Queensland, 4072, Australia aalex.ng@adelaide.edu.au (corresponding author), bm.veidt@uq.edu.au Keywords: Debonding, Lamb wave, scattering, finite element, composite laminates Abstract.
Introduction Cost effective and reliable safety diagnosis of engineering structures is a difficult task as the structures usually contains complex structural system.
In recent years composite materials (e.g. composite laminates) have been widely employed as primary structural components in different areas of engineering, such as civil and aerospace engineering, due to their high specific stiffness and light weight characteristics.
Composite laminates consist a number of fibrous composite material layers to provide required engineering properties.

Wu, Calculating Method of Settlement and Settlement difference of Track Building Monolithic Moving Engineering, J.
Meng, Numerical analysis of foundation settlement regularity in monolithic Building Moving Engineering, Shandong Jianzhu University, Ji Nan, 2012
Tan, Theoretical analysis and engineering application of the translocation technique on buildings, Lanzhou University of Technology, Lanzhou, 2008
Integral structure translocation technology study and engineering practice, Hebei Science and Technology Press, Shijiazhuang, 2009
Chen, Application of ABAQUS in civil engineering, Zhejiang University Press, Hangzhou, 2006

The FTIR Test and Behavior Mechanical Concrete with Pozzolan Substitution Andi Yusra1,a*, Husni Husin2,b, Samsunan Samsunan1,c, Muttaqin Hasan3,d, Teuku Budi Aulia3,e, Fachruddin Fachruddin1,f, and Bambang Tripoli1,g 1Department Civil Engineering, Teuku Umar University, Meulaboh, 23617, Indonesia 2Department Chemical Engineering, Syiah Kuala University, Banda Aceh, 23111, Indonesia 3Department Civil Engineering, Syiah Kuala University, Banda Aceh, 23111, Indonesia a*andiyusra@utu.ac.id, bhusni_husin@usk.ac.id, csamsunan@utu.ac.id, dmuttaqin@usk.ac.id, eaulia@usk.ac.id, ffachruddin@utu.ac.id, gbambangtripoli@utu.ac.id Keywords: Pozzolan; Mussel Shell Powder; Strength Concrete; Chemical Compound; FTIR Abstract.
Poulose, “Development of Optimum Mix for Laterite Soil Brick by Adding Clam Shell Powder and Metakaolin,” in Proceedings of SECON 2020: Structural Engineering and Construction Management 4, Springer, 2021, pp. 297–306
Abd Rahman, “A review on seashells ash as partial cement replacement,” in IOP Conference Series: Materials Science and Engineering, IOP Publishing, 2017, p. 012059
Nawy, Concrete construction engineering handbook.

[3] G.S.Trendafiloski, GIS-oriented method for development of probabilistic earthquake scenarios, Institute of Earthquake Engineering and Engineering Seismology, Skopje, Macedonia, 2003
Lang, Seismic vulnerability of existing buildings, Institute of Structural Engineering, Swiss Federal Institute of Technology, Zurich, Switzerland, 2002
Cosenza, Integrated seismic early warning and structural health monitoring of critical civil infrastructures in seismically prone areas, Structural Health Monitoring – An International Journal 10(2010) 291-308
Mufti, Implementation of civionics in a second generation steel-free bridge deck, Proceedings SPIE – The International Society For Optical Engineering, 2005
Fabbrocino, Automated output-only dynamic identification of civil engineering structures, Mechanical Systems and Signal Processing 24(2010) 678-695

To use the proposed approximation approach successfully aiming to solve the problem of determining of displacements in an element (generally, for any cross-section) with a normal crack, one should create a database with approximation functions like (7), to enable engineers and designers to use in practice such approximation dependences for any cross-section parameters.
This will save engineers in practical design to carry out complex and cumbersome calculations, and focus them on the design and save a lot of time and money. 4. 
Surma, Complex stress state in prestressed hollow core slabs, Recent Advances in Civil Engineering: Building Structures, CUT Monography 478, 2015: 11-27 [3] W. 
Surma, Torsion of precast hollow core slabs, Technical Transactions Civil Engineering 3-B/2015: 31-43 [5] M.
Melnik, Calculation of reinforced concrete ceilings with normal cracks accounting the Chebyshev approximation, 6 th International Scientific Conference “Reliability and Durability of Railway Transport Engineering Structures and Buildings”, (2017) 1-7