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[6] Wang J, Sui G, Mocharla VP, Lin RJ, Phelps ME, Kolb HC, et al., Integrated microfluidics for parallel screening of an in situ click chemistry library, Angewandte Chemie - International Edition, 32 (2006) 5276-5281
[12] Amaro-Gahete J, Benítez A, Otero R, Esquivel D, Jiménez-Sanchidrián C, Morales J, et al., A comparative study of particle size distribution of graphene nanosheets synthesized by an ultrasound-assisted method, Nanomaterials. 9(2) (2019) 159
[19] El-Moslamy SH, Elkady MF, Rezk AH, Abdel-Fattah YR, Applying Taguchi design and large-scale strategy for mycosynthesis of nano-silver from endophytic Trichoderma harzianum SYA.F4 and its application against phytopathogens, Scientific Reports. 7 (2017) 1–22

This group contains several established metal cluster-based MOFs including Zr(IV) [10], Fe(III) [11], Ti(IV) [12,13], Cu(II) [14], Cr(III) [15] and Al(III) [16] carboxylic acid-based organic linkers; which can be benzene-1,3,5-tricarboxylic acid, or benzene-1,4-dicarboxylic acid [17].
Al-Lohedan, N.
El Dafrawy, A.
Al-Hadeethi, A.
Al-Hossainy, Thermal Analysis of a Metal–Organic Framework ZnxCo1-X-ZIF-8 for Recent Applications.

El Hassan, “Unified data model for wireless sensor network,” IEEE Sens.
Al-Adamat, B.
Al-Karaki, R.
[93] Al-Hchaimi, Ahmed AJ, et al.
[95] Al-hchaimi, Ahmed Abbas Jasim, et al.

In another study, Ede et al. [15] stated that the characteristics of fresh and hardened concrete are affected by the size of coarse aggregate.
Yu et al. [16] emphasized that the size of coarse aggregate plays an important role in the compressive strength of concrete.
Reviewing other studies, Wasserman et al. [32] showed that compressive strength raises with the increase of cement content.
Conducted research by Guinea et al. [34] led to similar results and revealed that sharp aggregates have higher elastic modulus.
El-Sayed, C.

El-Safty, Trimethyl-beta-cyclodextrin-encapsulated monolithic capillary columns: Preparation, characterization and chiral nano-LC application, Talanta 169 (2017) 239-248
Al Omari, M.M.
Al Omari, A.A.
Al-Sou'od, Effect of cyclodextrins on the solubility and stability of candesartan cilexetil in solution and solid state, J.
Al Omari, M.B.

Due to the importance, several researchers have studied composites reinforced by vegetable fibers, such as: Monteiro and Lopes [29], Laranjeira and Carvalho [62], Medeiros et al. [63], Carvalho et al. [64], Nóbrega et al. [65], Razera et al. [66], Silva e Frollini [67], Ishizaki et al. [68], Lopes et al. [69], Monteiro and Rangel [70], Silva et al. [71].
According to Chen et al.[75], the absorbed water by the polymers consists of free water and trapped water.
In this context, we can cited: Marcovich et al. [73], Thwe and Liao [74], Mulinari [76], Sreekala et al. [77], Espert et al [78], Angrizani et al. [80], Fernandes [81], Vieira [82], Jayamol et al. [83], Cavalcanti et al. [84], Pinheiro [85], Sanchez et al. [86], Tita et al. [87], Rao et al. [88], Sensarzadeh and Amiri [89]; Idriss et al. [90], Soni and Soni [91], Srihari et al. [92], Pavlidou and Papaspyrides [93], Pegoretti and Penati [94], Kumosa et el. [95].

According to Jayade BV et al.39 the level of p53 immunoexpression was measured based on the spread group of IHK spread patterns in the semiquantitatively modified nucleus in tumor cells that were positively brown in color, can be seen in table 2 as follows: 39 Table 2.
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[48] Xu D, Wang Q, Gruber A, Bjorkholm M, Chen Z, Zaid A, et al.

According to Reddy et al. [31], the performance of concrete made using magnetic water is superior to that of concrete made with tap water.
Shynier et al. [32] identified a 22% increase in the compressive strength of concrete by passing water through a 9250 Gaussian magnetic flux.
El-Tawil, Reincarnation of concrete, Concrete International, vol. 27, no. 2, pp. 53-59, 2005
Al-Mahaidi, and A.
Al-Shamal, Effect of using magnetized water on concrete properties, in SCMT3 Conference, Kyoto Japan, 2013

*During the proofs reading of this chapter, E.L.
Forker et al., Phys.
E.L.
Gavartin, A.L.
Al-Jassim and S.

The features of each sensor, for static and dynamic system, is shown in Boscato et al. (2009) Figure 4 – Measurements equipment Experimental results Dynamic monitoring.
Table 1 - The date, Peak input of earthquake and Signal to Noise Ratio (SNR) Date of earthquake Peak input (mm/sec2) SNR by Equation (1), (dB) X direction Y direction Z direction X direction Y direction Z direction 16/03/2010 3.52 2.94 3.04 40.0 40.3 40.3 The analysis in frequency domain has been carried out using Frequency Domain Decomposition technique (FDD) that assures the exact results where the loading is with noise, the structure is lightly damped and where the mode shapes of close modes are geometrically orthogonal, (Brincker et al. 2001).
[7] El-Borgi S, Smaoui H, Casciati F, Jerbi K, Kanoun F.