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Beam Material Ratio 10 7 5 3 [%] [%] [%] [%] [%] [%] [%] [%] Steel 1 1.92 0.27 3.92 0.54 7.68 1.06 21.33 2.96 Wood 2 15.86 2.20 32.36 4.50 63.44 8.81 176.21 24.47 Carbon fiber-reinforced plastic (CFRP)3 24.35 3.38 49.68 6.90 97.38 13.53 270.51 37.57 Three-layer beam 4 467.2 31.3 953.5 63.9 1868.8 125.3 5191.1 348.1 1Steel: ; 2Wood: ; 3CFRP: ; 4Three-layer beam: Al alloy (4 mm) – foam polystyrene (40 mm) – Al alloy (4 mm).
Al alloy – ; foam polystyrene – .
El Abbes, Elasticity Solution of a Cantilever Functionally Graded Beam, Appl.

Golecki et al. have implemented a "rapid densification" process [14,15] based on isobaric conditions and the creation of a "hot side" and "cold side" on the preforms.
Houdayer et al. [22] have implemented a "filmboiling" process, also called Kalamazoo, which consists in having the preform, heated as in the preceding processes, merged into boiling precursor.
Skamser et al.
El-Hadi, G.

Oxidation and shedding components for graphite oxide generation were clarified by Shao et al. also, Monajjemi [9-10].
Contemporary analysis is an extension paper reported by Singh et al. (2018) [15] in which efforts are made to develop FDM feedstock filaments for sensing element preparations.
Ubertini, A.L.
El Sayed, W.

According to Zhu et al. [3], energy efficiency indicates a set of technologies or approaches used to produce the same output using less energy.
For example, in according to Idchabani et al. [22], it is preferable to choose expanded polystyrene, polyurethane and cork for the thermal insulation of walls in Morocco.
Instead Yu et al. [23] have studied different solutions of optimum insulation thicknesses depending on different cities in China and in Cameroon, insulation materials and roof surface colours.
El Ganaoui, Optimizing insulation thickness of external walls in cold region of Morocco based on life cycle cost analysis, Energy Procedia. 139 (2017) 117–121. doi:10.1016/j.egypro.2017.11.183

Abdullah et al [9] investigated how treated and untreated coconut fiber affected the physical and mechanical properties of cement panels.
Zhao et al [11] developed kenaf fiber and glass reinforced cement panel for structural and insulation function, and compare their environmental life cycle.
[12] Beyene, M.T., El Kadi, M., Demissie, T.A., Van Hemelrijck, D. and Tysmans, T., 2021.
[20] Cabral, M.R., Nakanishi, E.Y., Santos, S.F., Christoforo, A.L. and Fiorelli, J., 2021.

El-Shekeil, S.M.
Al-Shuja’a.
Zhangfeng et al., Comparison of performances of corn fiber plastic composites made from different parts of corn stalk, Ind.
Sari et al., The effect of water immersion and fibre content on properties of corn husk fibres reinforced thermoset polyester composite, Polym.

Suresh P et al. [25] used a Fe2Mo3O12 catalyst with excess MoO3 to photodegrade Congo red (10 ppm), methyl orange (10 ppm), and Eosin Y (20 ppm) dyes in the presence of H2O2.
Hong et al. [28] described the precipitation synthesis of Fe3O4/ZnO NPs and detected an 83 percent decolorization of methyl orange (MO) in 360 mints.
In 240 mints, Fu et al. [29] prepared ZnO-Cu NPs and observed an 88 percent degradation of MO.
El-Salamony, R.R.
Al-Qaradawi, S.R.

Rapagna et al. [7] investigated the catalytic tar removal for hot gas cleaning with calcined dolomite in a two-stage reactor.
Hu et al. [8] carried out a series of experiments of apricot stone steam gasification with olivine and dolomite as downstream catalysts.
Devi et al. [9] investigated the influence of calcined temperature and times of olivine on steam-reforming reaction of naphthalene as model biomass tar compound.
Abu El-Rub, E.A.

We use a gravimetric method to follow the reaction kinetic according to Comyn and al procedure [9], reaction end occurring with mass stabilization.
Y Takeuchi and al [16] gives an extended interpretation of methylvinylsilanes 1H chemical shifts.
Qu and al [18] has showed that this area value rises with phenyl content.
El-Aasser, R.A.

The El-centro earthquake wave record is selected to be the target wave.
Saiid Saiidi, et al, Seismic testing of a two-span reinforced concrete bridge, J.
Feng, Fragility analysis of bridges under ground motion with spatial variation, International Journal of Non-Linear Mechanics, Vol. 38, 705-721. (2003) Zong Zhou-Hong, Jaishi Bijaya, GeJi-Ping, et al, Dynamic analysis of a half-through concretefilled steel tubular arch bridge, Engineering Structures, (2005), Vol. 27(1), pp. 3-15.
Wilson E, et al, A clarification of the orthogonal effects in a three-dimensional seismic analysis, Earthquake Spectra, Vol. 11(4), 659-666. (1995) Wu Qing-Xiong, Yoshimura Mistuhiro, Takahashi Kazuo, et a, Nonlinear seismic properties of the Second Saikai Bridge: A concrete filled tubular (CFT) arch bridge, Engineering Structures, Vol. 28(2), 163-182. (1996) L.