seen from China
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Day 10 - 12/09
Our weekly oral questionings will begin on September the 20th instead of the 13th, so I'm a bit relieved, even if they will happen anyway. I learned the irregular verbs for an English test on Monday, and struggled a lot with engineering science... I definitely hate this subject. Luckily I'll be able to drop it next semester and take more computer science instead ! I hope I'll manage to go through this week. Good luck for next week everyone !
Iris Publishers - Global Journal of Engineering Sciences (GJES)
Design and Implementation of the Astable Multivibrator
Authorized by Edward Ong Yong Seng
This progress report covers the design and implementation of the Astable Multi-vibrator. An Astable Multi-vibrator consists of two amplifying stages connected in a positive feedback loop by two capacitive-resistive coupling networks. The amplifying elements may be junction or field-effect transistors, vacuum tubes, operational amplifiers, or other types of amplifier.
transistors, vacuum tubes, operational amplifiers, or other types of amplifier. The circuit is usually designed in a symmetric form as a cross-coupled pair. Two output terminals can be defined at the active devices, which will have complementary states; one will have high voltage while the other has low voltage, (except during the brief transitions from one state to the other).
Circuitry testing and troubleshooting were carried out in the Astable Multi-vibrator in both designs. The latter wasn’t implemented due to the big difference between the mark/space ratio of 1:100.
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2 9 N O V 1 7 | Green is for engineering sciences
I'm tired because school starts and night is here. School ends and night is there. My desk is sooooo messy. But I've been productive today. Currently listening rewatching: The Story of Cleopatra by The Lumineers (Sleep on the floor is my personal favorite.)
Iris Publishers - Global Journal of Engineering Sciences (GJES)
Outside the Site Boundary
Authorized by Chan Kwan Fai Timothy
Site boundary is an important concern in the civil engineering field. Site boundary represents the extent of liability a person, group of people or even the whole society owed. Two issues may be resulted if our works have been implemented outside the site boundary. First, it may trespass to others and may damages their properties. Second, it may increase the cost of construction due to money spent on dispensable works. Owing to the extra cost and liability resulted, civil engineer used to consider the issue of site boundary.
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جامعة ذات العماد: رائد في التعليم الهندسي في ليبيا
مقدمة عن جامعة ذات العماد تأسست جامعة ذات العماد عام 2008، وهي مؤسسة تعليمية تهدف إلى تطوير التعليم الهندسي في ليبيا. تقع الجامعة في منطقة سوق الجمعة بطرابلس، وهي تعد واحدة من أبرز الجامعات في البلاد. تسعى جامعة ذات العماد إلى تزويد الطلاب بالمعرفة والمهارات اللازمة عبر برامج تعليمية متميزة تركز على الهندسة والتكنولوجيا. تعكس رؤية الجامعة الالتزام بالتميز الأكاديمي والبحث العلمي، حيث تهدف إلى…
Iris Publishers
Biological Processes In Urban Mines
Authored by Navarro Hidalgo
Keywords: Critical elements; Microorganisms; Urban mines; Biological processes; Recycling
Introduction
The innovation and development of high technology have demanded the exploration of some chemical elements in greater quantity. These elements have physicochemical properties of high economic interest. Some countries have larger amounts of the reserves of these elements, creating an imbalance in world supply.
An example of the use of these materials are rare earth elements widely used in equipment with greater energy efficiency and magnets in wind generators. They are also present in increasingly modern computers, cell phones and televisions. Given this reality, thiswork proposes to recover critical elements from alternative sources (electronic waste - REE) using a biological process as a tool for solubilization of waste elements with subsequent recovery.
The proposed technique is bio-hydrometallurgy, already used to obtainelements from mineral deposits where the solubilization of elements by microorganisms occurs. These are capable, due to their small size (on a micrometric scale), of reaching cracks and providing elements in solution even if they are combined with other elements in the structure, facilitating recovery. This tool is being studied by the Mineral Processing Laboratory of the Federal University of Rio Grande do Sul as a complement and aims to explore and reuse elements that are combined not by natural processes but by human-industrial processes in the form of urban mining.
The material used in the recovery methodology are printed circuit boards (PCB) from computers, cell phones, lamps, among other electronic devices. Among the elements of greatest interest are the lanthanides (15 elements), yttrium, scandium, gallium and indium, all considered critical elements. These wastes are considered urban mines, with complex structures for recycling and that often make recovery unfeasible, however, the concentration of these residues and the consolidation of a technique that facilitates recovery are of great interest. The methodology consists of dismantling, classifying and characterizing these equipment’s and subsequently using the biological process under different conditions of temperature, agitation, pH and nutrients, accelerating the interaction and solubilization of the elements. One of the microorganisms to be used is the bacterium Acidithiobacillus ferrooxidans, with properties already known for extracting elements from mineral deposits.
The experiments are conducted and monitored by techniques/equipment such as atomic absorption (AA), scanning electron microscopy (SEM), X-ray fluorescence (FRX). Some initial results obtained from some electronic equipment showed the recovery of indium, gallium in initial experimental conditions with specific culture medium for A. ferrooxidans. In view of the encouraging initial results, the progress of the work follows.
Acknowledgement
None.
Conflict of Interest
No conflict of interest.
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Study Regarding Input Data Consideration (Required Accelerograms) for Experimental Test of The Optimal Moment Resisting (MR) Reinforced Concrete(RC) Frame Model on The Seismic Platform
Authored by Sococol Ion
A significant number of reinforced concrete (RC) frame models have been studied for seismic (ductile) performance purpose through nonlinear static analyses (using ATENA software). In these conditions, it was chosen the optimal models for experimental test on the seismic platform. In next stage, it was used the existing pushover curves to establish the ground acceleration values for five performance requirements (objectives). Thus, it was generated for each performance requirement an artificial accelerogram with which optimal RC frame model can be tested on the seismic platform. Consequently, it will be possible to study the complex cracking mechanism and failure/ split/ rupture/ expulsion material process of the RC frame model at each experimental test for either performance objective. Also, it will be possible test results superposition proceeding with existing theoretical studies.
Keywords: Static Pushover bilinearization; performance requirements (objectives); response spectra; Fourier spectra
*Corresponding author: Sococol Ion, Doctoral School, Faculty of Civil Engineering
and Building Services, “Gheorghe Asachi” Technical University of Iasi, Nr. 1, 700050,
Romania. Received Date: September 25, 2021 Published Date: October 07, 2021
Introduction
Complex analytical studies it were performed with nonlinear [1-7] static analyses [8-15] for a multitude of pure [16] moment resisting RC frame models (“reduced to ½ scale [17] with the same inter-axis distances and story height” [11] (see Figure 1 - Figure 5 and Table 1) in order to identify the optimal ductile (and realistic) seismic response [18-25].
Global Journal of Engineering Sciences Volume 8-Issue 4Citation: Sococol Ion, Mihai Petru, Budescu Mihai. Study Regarding Input Data Consideration (Required Accelerograms) for Experimental Test of The Optimal Moment Resisting (MR) Reinforced Concrete (RC) Frame Model on The Seismic Platform. Glob J Eng Sci. 8(4): 2021. GJES.MS.ID.000692. DOI: 10.33552/GJES.2021.08.000692. Page 6 of 22 Figure 5: “Representation of steel reinforcement car case in pure MR RC frame models with : (a) longitudinal rigid RC beams (structural system type 1); (c) normal RC beams (structural system type 2); (e) ductile RC beams (structural system type 3). Representation of structural mesh discretization for pure MR RC frame models with: (b) longitudinal rigid RC beams (structural system type 1); (d) normal RC beams (structural system type 2); (f) ductile RC beams (structural system type 3)” [11].
Thus, it has been reached the input data stage for experimental test on the seismic platform [26] of the optimal (unique) RC frame model. In these conditions, it was proposed to “generate artificial ac- celerograms” [27-31] (associated with “target spectra” [30-32]) whose PGA values (see Table 6 - column two (from left to right)) reach the absolute acceleration values assigned for each consid- ered performance requirement [33-43] (see Table 5 - column three (from left to right)) [27,32], [44-51]. Thus, it is desired artificial accelerograms implementation in the pre-test stage of experimental study to verify the structural seis- mic response [18-23], [25,43] in accordance with achieved perfor- mance objectives [52-53] in the post-test stage. Determination of Spectral Acceleration Values For M_8, K_5, K_7 And Z_8 Moment-Resisting RC Frame Models Depending on Performance Objectives Analytical study conducted by Sococol et al. [9] demonstrates the superior concrete strength class effectiveness on ductile seis- mic response for MR RC frame structural models. Thus, it was con- sidered valid for the next research stage M_8, K_5, K_7 and Z_8 RC frame models.
Citation: Sococol Ion, Mihai Petru, Budescu Mihai. Study Regarding Input Data Consideration (Required Accelerograms) for Experimental Test of The Optimal Moment Resisting (MR) Reinforced Concrete (RC) Frame Model on The Seismic Platform. Glob J Eng Sci. 8(4): 2021. GJES.MS.ID.000692. DOI: 10.33552/GJES.2021.08.000692.Global Journal of Engineering Sciences Volume 8-Issue 4 Page 7 of 3 In these conditions, it were drawn the “F-d” capacity curves (where: “F” - Base Shear; “d” - horizontal Roof Displacement) (see Figure 6- Figure 9 and Table 2) in order to establish the absolute spectral accelerations values for this series of RC frame models depending on the performance requirements (objectives) [34-43], [52-53] (see Table 3).
Also, it was obtained the ultimate lateral forces “Fu” and later- al displacement requirements “du” of the structural systems [54], [21-25] (see Table 2) following nonlinear static analyses performed with ATENA software [13-14]. Lateral forces “F*y” and lateral dis- placements “d*y” corresponding to the global yielding mechanism [18-22], [25], were obtained after bilinearization process (method, procedure) [19-20] of the pushover curves for equivalent SDOF sys- tems [53]. Thus, it were established elastic - perfectly plastic fits com- patible with EC8 indications [20] (see Figure 10 - Figure 13) using SPO2FRAG software [55] (where “SPO2FRAG (Static Push-Over to FRAGility) is introduced, a MATLAB® [56] - coded software tool for estimating structure-specific seismic fragility curves of buildings, using the results of static pushover analysis” [53]). In these conditions, it was indicated position of the perfor- mance requirements (Figure 14 - Figure 17) through “RDR” indica- tor (Roof Drift Ratio) (see Equation 1) for each “F-d” capacity curve, establishing the absolute spectral accelerations values (see Table) where: “RDR - Roof Drift Ratio [%]; hi - denotes the height of the i-th storey [m]; Γeff - effective modal participation factor; μ = δmax/δy - displacement ductility (structural ductility) [18]; * Y δ – equivalent SDOF yield displacement [m]” [53]. In current seismic design norms [19-20], [57] and engineer- ing literature [21-25], [52,58] is practiced performance objectives consideration in different forms (with qualitative implications and quantitative enumeration [59]). Thus, five performance objectives are considered in current research (analytical) study (see Table 3). Four performance objectives were considered according to SEAOC recommendations [52]. The fifth limit state, labeled “side- sway collapse”, is added by SPO2FRAG [53,55] when the SPO.
(Push-Over) curve exhibits strength degradation in the form of a negative-stiffness branch (this limit state corresponds to dynamic instability) [53,55] (Table 3). Generation of Target Spectra and Artificial Accelerograms for K_7 Moment Resisting RC Frame Model Depending on Performance Objectives The principal parameters regarding optimal RC frame model determination for target spectra [30-32] generation process with the corresponding artificial accelerograms [27-31] (depending on performance objectives) are:
• “F-d” capacity curves values (with focused attention on the ul- timate lateral displacements “du” and structural yielding dis-placements “d*
y” [19-20], [53]);
• bilinearized curves [19-20], [53];
• “RDR” (%) values for five performance objectives [52-53];
• MR RC frame deformation mechanisms
[19-25] for either lat- eral loading stage or absolute spectral acceleration values “Sa” (see Table 4). In these conditions, Z_8 MR RC frame model presents optimal results, without inclusion in a legal design norm [19]. Thus, it was performed the generation of the artificial accelerograms [27-31] according to the performance objectives for K_7 MR RC frame model. The analytical process of artificial accelerograms generation [27-31] (in correspondence with performance objectives [52-53]) for K_7 moment resisting RC frame model includes the knowledge of the “normalized elastic response spectrum of absolute accelera- tions for horizontal components of the ground motion with Tc=0.7 s” (according to P100-1 [19] norm - Iasi area) (see Figure 18), in addition to knowing the absolute spectral acceleration values for each performance objective (see Table 4 and Table 5).
Thus, it was calculated (with Equation 3) the absolute acceleration values necessary for target spectra generation and comparison of these values with subsequently PGA values related to generated artificial accelerograms. An important condition in the comparison process is the proximity of the PGA values in Table 6 to the GA values in Table 5, preferably being as PGA>GA.
The elastic response spectrum of absolute accelerations for horizontal components of the site ground motion, Se(T)=Sa(T), is defined according to P100-1 norm [19] (see Equation 2):
Accelerogram sets compatible with target acceleration spectra (Figure 19), it was generated with (using) MSIMQKE software [62-63]. Graphical representation of these artificial accelerograms and their elastic response spectra, was performed through PRISM soft- ware [64] (where: “PRISM® is a free program for seismic response analysis of structures idealized as single-degree-of-freedom systems. The main features of the program include modification of earthquake records, calculation of response time histories of various hysteresis models, and generation of elastic and inelastic response spectra” [65]). In these conditions, it was generated a number of artificial accelerograms (Figure 20 - Figure 24) for K_7 moment resisting RC frame model, depending on performance objectives.
Accelerogram PGA values presented in Table 6, reach the absolute acceleration values enumerated (listed) in Table 5. Elasticspectra of these artificial accelerograms are represented in Figure 25, Figure 26, Figure 27, Figure 28, Figure 29, following the form
Conclusion
In current research practice exist a major necessity for clear methodology regarding required accelerograms consideration for experimental moment resisting RC frame structures/ systems/ prototypes/ models in experimental tests on seismic platforms.
In these conditions, it was presented a method of the input data consideration for the experimental test, have as a reference point the performance objectives necessary to be achieved in terms of the global seismic response of the RC frame structure. Thus, it was considered this form of input data for experimental seismic analysis of the K_7 moment-resisting RC frame model (system). Basically, it can be verified the theoretical considerations in RC seismo-engineering literature through the real seismic response of the reinforced concrete frame structure. If artificial accelerograms cannot be used for any technical reason, it can be used PGA values for a standard lateral loading protocol.
Acknowledgement
None.
Conflict of Interest
This research paper is sponsored by “Gheorghe Asachi” Technical University of Iasi with grant number GI/R16_Drd/2021.
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