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Post #294: Romford & Guildford, ComputerAid Ltd., BAL 360 (Basic Assembly Language on the legendary IBM 360) And Cobol (Common Business-Oriented Language), We Are A Great Bunch Of Young People, 2024.

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6 Tips for Choosing a Pediatric Dentist

Finding a Dentist Your Child Can Smile About

As a parent, ensuring your child's overall well-being is a top priority. Consequently, selecting the right pediatric dentist is crucial for maintaining your little one's oral health. However, with so many options available, it can be overwhelming to choose the best fit. This beginner's guide will provide you with six essential tips to help you navigate the process of finding a pediatric dentist who will make your child feel comfortable and cared for.

Tip 1: Consider Experience and Specialization

Look for Extensive Training and Expertise in Pediatric Dentistry in Hamilton Pediatric dentists undergo extensive specialized training beyond general dental education. Moreover, they have a deep understanding of the unique needs and behavioral patterns of children at different developmental stages. When evaluating potential pediatric dentists, inquire about their experience, credentials, and any additional certifications or specializations they may hold. An experienced and knowledgeable pediatric dentist will be better equipped to handle your child's dental needs with care and professionalism.

Tip 2:Child Care Facility

Get the Youngsters Excited and have Them Feel Comfortable with Your Kid Play-Dough Office Children, this age group who are often anxious and scared of when going to see a dentist. That is why it’s very important to choose the pediatric dentist in your city whose office was meant for your children first. To make the kids feel warm and comforting they ought to have a beautiful environment with all surroundings well decorated and toys or play equipment that matches their age. In addition, staff with a lot of effort and patience can add a lot to the overall experience of a child.

Tip 3: Evaluate Communication and Rapport : Find a Dentist

Who Connects with Your Child Effective communication is key when it comes to Pediatric Dentistry in Hamilton. Consequently, look for a dentist who can establish a positive rapport with your child. Observe how the dentist interacts with children during consultations or procedures. A good pediatric dentist should have excellent listening skills, be patient, and able to explain procedures in a way that your child can understand. Furthermore, they should be able to address any concerns or fears your child may have in a reassuring manner.

Tip 4: Assess Progress of Technology

Introducing Up-to-Date Technologies is the Best Solution for Care Advancements in the dental technology can dramatically increase the quality of care and comfort of your child. When on the lookout for the right pediatric dentists, it is very important to ask about any innovational methods and devices that they use. For example, there are doctors who use digital X-rays that lower one's risk to radiation, or computeraided anesthesia delivery systems thus having a more comfortable procedure.

Tip 5: Consider Convenience and Accessibility

Find a Location and Schedule That Works for Your Family Convenience is an important factor when choosing a pediatric dentist, especially for busy families. Look for an office located in a convenient area, with ample parking and accessible hours that align with your schedule. Additionally, consider the dentist's availability for emergency appointments, as dental emergencies can occur unexpectedly with children.

Tip 6: Get Authorizations from Creditors and Analyze Options

The way you can facing a dark day of reckoning if you are the parent of a child who has to visit a dentist is by going through every aspect of it. Find out whether the dentist is on your dental insurance provider's provider network and make sure you know all the terms of the insurance. Should you not have dental insurance, ask about installment plans or loan schemes offered at the dental office which may enable you to oversee the expenses.

Conclusion:

By following these six tips, you'll be well on your way to finding the perfect pediatric dentist for your child. Remember, a positive dental experience from an early age can shape your child's attitude towards oral hygiene and contribute to a lifetime of healthy smiles. If you're in Hamilton and searching for a reputable Pediatric Dentistry in Hamilton Service, consider Rosewood Dentistry. They offer exceptional care for children in a warm and welcoming environment. You can reach them at 905-547-8033 for more information or to schedule an appointment.

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Global Computer-Aided Manufacturing Software Market 2020 | Know the Companies List Could Potentially Benefit or Loose out From the Impact of COVID-19 | Top Companies: Autodesk Inc., Mastercam, SolidCAM Ltd., EdgeCAM, ZWCAD Software Co., etc.

Global Computer-Aided Manufacturing Software Market 2020 | Know the Companies List Could Potentially Benefit or Loose out From the Impact of COVID-19 | Top Companies: Autodesk Inc., Mastercam, SolidCAM Ltd., EdgeCAM, ZWCAD Software Co., etc.

Computer-Aided Manufacturing Software Market Reports provide results and potential opportunities and challenges to future Computer-Aided Manufacturing Software industry growth. Computer-Aided Manufacturing Software market research reports offers five-year revenue forecasts through 2024 within key segments of the Computer-Aided Manufacturing Software industry.

The Global Computer-Aided…

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Finite Element Analyses in the Tunnel: An Overview-Iris Publishers

Authored by  Buse Şeyda Hocaoğlu*

Abstract

With the development of the world and human beings’ rush to get somewhere, the need for tunneling has increased. Solutions have been made with the methods of end-to-end elements searched for a more straightforward resolution and visual thinking of tunnel projects that are complex and difficult to foresee. Thanks to these methods, geotechnical problems have been more easily detecting, and solutions have been producing in a short time. Several finite element methods have been developed in line with technology development and research. In this study, Plaxis, Flac, ABAQUS, Diana, Midas GTS NX programs, which are some of these programs, were briefly introduced, and tunnel projects solved with the mentioned programs were given

Keywords:Finite element method; Tunnel project; Plaxis 2D/3D; Flac 2D/3D; Geotechnical

Introduction

The finite element method is a numerical method that thoroughly solves mixed engineering problems. It was first developed and used in 1956 for stress analysis of aircraft bodies. It has been understood that it can also solve engineering and applied sciences problems in the following years. Over the years, the finite element method and solution techniques have developed rapidly and have become one of the best methods used to solve many problems today. The method is so popular for many engineering areas because a generic computer program can only solve any problem by changing the input data. By separating it into finite elements suitable for the structure of a problem, it implements a solution method in the form of a low energy level of internal and external forces on the obtained elements and then combining these elements. As a result, the system’s features, border conditions, sudden or continuous changes of external loads can be easily examined. It is also possible to reduce the element sizes in the constant system’s desired parts for the detailed examination of a region [1,2]. It can list the advantages of finite element methods: geometry allows complex problems to be solved, easily applicable in systems with different and complex material properties, easy to include border conditions in the fundamental equations of the system, and the use of the same model to solve many problems [2]. The disadvantages of the finite element method can be listed; found that the accuracy of the result obtained depends on the accuracy of the data, that the separation of regions requires experience to get an acceptable correct result, and that the accuracy of the result obtained is observed, and that the physical problem must be investigated well [2]. The finite element method has been used for 30 years in many engineering areas and was introduced in geotechnical engineering in 1996. The most important reason for this is that geotechnical engineering has complex issues and takes time to solve them. When used correctly, this method can provide accurate results for practical geotechnical engineering problems. A good analysis allows the engineer to understand the problem better [3]. The Finite element method can be applied to any linear-elastic medium. However, it requires many limitations for the implementation of the method in geotechnical engineering problems. In the method, material behavior is formulated by associating with changes between shape changes and total stress. In contrast, in geotechnical problems, the total tensor is decompressed into cavity water pressures and effective stresses, and material behavior is often expressed in terms of effective stresses. Most of the Geotechnical problems are interacting with the structure and the ground. Therefore, in analyzing these types of problems, it is necessary to use an intermediate surface between the structure and the soil. As a result, it is required to make changes to correctly apply the finite component method in geotechnical engineering [2]. To get a realistic result in analyzing finite elements for geotechnical engineering problems, the procedures are carried out step by step (phased loading, phased excavation). There are two benefits to ensuring that analysis can be performed in stages. First, the geometry changes at each step if the analyzes add or remove the padding. The change in geometry can be modeled by adding or removing elements from the network of end elements. Secondly, in the analysis, the ground properties change at each loading stage due to the change of stresses in the soil mass [2]. As a result of the study of finite elements in geotechnical engineering problems, parameters such as stresses, cavity water pressures, lateral and vertical movements, and groundwater flow are determined [1]. Today, programs used in finite element methods are used in many areas, such as ground mechanics, fluid mechanics, aircraft engineering, nuclear engineering, rock mechanics, etc. It can be studied by selecting the program that will give the most realistic results for problems. Examples of these programs include Plaxis 2D/3D, FLAC 2D/3D, ABAQUS, Diana, Midas GTS.

Methods

Plaxis 2D/3D

Plaxis 2D/3D, one of the finite element’s programs, is a program developed to analyze geotechnical engineering problems. The program consists of an input program, calculation program where analysis is performed, output program that graphically presents the study results, and curve program that enables the creation of the desired chart with the results obtained (Figure 1). This program is used to design projects where deformation and stabilization analyzes are needed, strain-shifting, ground structure interaction, loading conditions, carrying power, consolidation, current network, ground dynamics, and material are varied and bring real-life results [4]. According to the method of finite, a continuous environment is divided into many elements. The node points on each element have a degree of freedom. During the creation of a network of finite elements in the Plaxis program, the cells are divided into triangular elements with 6 or 15 nodes (Figure 2). Even if it takes a little more time to calculate the stresses and migration surfaces more realistically, it is better to select the 15-node element. The displacement is calculated at node points during the finite element calculation [4] (Figures 1,2).

Under the main heading Plaxisde Material Sets, the floor and structural members (Soil & Interface, anchor, Beam, and Geotextile) can be defined. The Plaxis program has several floor models, such as Mohr-Coulomb (MC), Hardening Soil (Model-HS), soft Soil Creep (Model-SSC), which are widely used for analyzing floor mechanics problems (Figure 3) [4].

Flac

FLAC is a program that uses the use of a finite element type to numerically or numerically examine the mechanical behavior of continuous media in equilibrium or progressive plastic yield. In the program, creating a network of finite differences defined by the user via elements can detect the behavior of materials such as ground and rock at the level of plastic flux. Every element behaves by the previously specified linear or non-linear stress-shape defining feature against forces applied under boundary conditions [6]. Thanks to the intermediate surface formulation in the software, the interaction between two sonly differences networks that are interconnected but are likely to divest or slide along a surface, such as a fault structure, can also be modeled. Hydrostatic pressure used in liquefies research or design of dams is carried out by applying fluid mechanics formulation. Structural elements are used to model entities such as anchors and flooring nails. In addition to all these, it is possible to perform realistic modeling with this software by applying static and dynamic boundary conditions. Although FLAC has been developed for Geotechnical engineering applications, it is also widely used in many research areas such as mining engineering, underground structures, and rock mechanics (Figure 4) [6].

The use of the FLAC finite element program in some engineering applications is as follows:

1. Calculation of transport capacities and deformations according to ground and loading conditions in the design of slope and foundations.

2. In the ground structures, calculate the safety coefficient in the stability analysis of fillers and slope.

3. Assessing the fault structure and impact of the interest structure in mining research projects.

4. Design of floor anchorages, rock bullion, ground nail, and support systems in geotechnical problems.

5. Examination of the dynamic effects that will occur resulting from vibration and explosion in tunnel and mine excavations.

6. performing seismic analysis of structures in the design of earth filling dams.

The solution of the Flac finite elements method consists of the three-step approach given below. The solution method for FLAC finite components consists of the following three-stage process. First, the finite differences phase, a limited time, and the change over field linear default variables are estimated by the time and finite differences of the first degree. Second, the model’s deposition phase: An equivalent environment replaces the continuous environment by a deposition. In the new environment, all forces are assumed to be gathered at the nodes of a three-dimensional network. Third, the dynamic solution phase is used to access the system’s balanced state, whose inertia terms in motion equations are analyzed as numeric agents [6].

Abaqus

Abaqus is a finite element method that works through a detailed analysis of engineering problems by creating realistic computeraided models (Figure 5).

It offers the ability to analyze linear and nonlinear projects that are difficult to solve due to the different material models and finite element types involved [8]. The program consists of five essential software: Standard, Explicit, CFD, Electromagnetic, and CAE. ABAQUS/Standard uses solution technology, ideal for static and low-speed dynamic events where highly sensitive stress solutions are critical. Within a single simulation, it is possible to analyze a model in both the frequency and time zone. Standard is closed finite elements software that can perform static and dynamic analyzes. Their solution uses advanced material and element features. It can also perform acoustic and associated doubleacting analyzes, and the plastic injection can be used in conjunction with various programs for mold analysis results [8]. Abaqus/Explicit, a particular purpose finite element analyzer that uses an open integration scheme to solve many complex contacts, nonlinear systems under transient loads. At the same time, automotive is particularly suitable for simulating short transient dynamic events such as collision capability and ballistic impact. It is a handy software for simulating semi-static events, such as handling nonlinear behavior and the rounding of hot metal effectively.

Collision tests can be used for dropping tests and resolution of strain problems [8]. Abaqus/CFD, it is the software that Abaqus offers to solve computational fluid dynamics problems. It can solve nonlinear fluid-structural and fluid-thermal problems. Real results are achieved when used in nonlinear structural-flow and heat- flow applications [8]. Abaqus/Electromagnetic offers an advanced computational solution of electromagnetic problems [8]. Abaqus/ CAE is a software used for both the modeling of mechanical components and its analysis and visualizes the analysis results. Thanks to its intuitive interface, it is user-friendly in modeling, research, and result visualization [8].

Diana

Chan in 1988, designed for dynamic, static, and consolidation analysis of geomechanical problems. It is a 2-dimensional element program that contains plane deformation and asymmetric analysis. The program has five ground models. It can be rank these models as a linear elastic model, Coulomb changing with average effective environmental pressure, a general elastic model with friction envelope, elastic-full plastic Mohr-Coulomb, original glass clay Pastor-Zienkiewicz Mark-III models. The DIANA program requires four input files for each finite element analysis to be performed. These input files consist of mesh, data, introduction, and earthquake files. Running an analysis requires these input files to be created in a specific order [10]. The network file defines the geometry of the finite element network to be used in the analysis. The geometry of the defined floor model is divided into smaller regions, creating a finite element net. The input file ‘DYNMGEN’ is used to prepare the network file [10]. The data file contains control data to be used to perform finite element analysis. All technical information about finite element analysis is stored in this file [10]. The Initial file creates the initial conditions for finite element analysis. This file’s data contains the initial speed, start time, start displacement, maximum displacement norm, earthquake status, initial acceleration, and internal parameters of the ground model. The ‘DYNINT’ input file is used to prepare the initial data file [10]. The earthquake file is the last input file required for finite element analysis. The important aspect to be considered in preparing this input file required for dynamic analysis is the type of earthquake and the scale factor. For dynamic analysis, the desired load transaction type and transaction scale must be created in the ‘DYNEQK’ input file and encoded in the scale factor data file [10].

Midas GTS NX

MIDAS GTS NX is an important method of finite elements for geotechnical and tunnel analysis systems. It can model geological problems that are difficult to model with advanced technology [11]. In Midas GTS NX, geometry is modeled in 2 shapes. The first is that geometry is drawn in 2D or transferred from drawing programs. A network of 2D finite elements is then created and offset to the 3rd dimension, resulting in a model of 3D finite elements. This method may not be available for complex geometries. The other method is to create 3D geometric objects by giving dimensions 3rd dimension in 2 sizes or transferred using the command “extrude” [12].

Examples Using the Finite Element Method

Tunnel example with Plaxis Program

In this tunnel project application, the Plaxis 2D program, one of the finite programs, has calculated deformations that can be caused by the passage of tunnels. In line with these deformations, ground improvement methods have been implemented. The Plaxis program is selected for this application because complex boundary conditions and nonlinear material behavior allow systematic programming in solving challenging and complex problems such as non-homogeneous materials. 6 different cases have been explored in this application. In the first application, the whole floor is assumed to be clay, and the tunnel is added. (Figure 6). In the second application, tunneling is performed in the clay and sandy variable ground profile with different ground parameters (Figure 7). The deformation of the floor surface and the deformation of the tunnel covering have the same value and have increased by 50,92 mm. In the third application, he implemented a building load without improving the previous project (Figure 8). The deformation of the floor surface has increased to 87,41 mm. Due to the tunnel covering’s building load; the deformation value has risen to 52, 57 mm. Improved soil with geotextiles and sealants before applying building load in the fourth application (Figures 6-9).

Due to the optimization, the deformation of the floor surface has been retightened to 67,49 mm. The deformation value in the tunnel covering is close to the previous example and has dropped to 51,71 mm. A 2 m thick floor injection method is implemented as an enhancement (Figure 10). As a result of this optimization, the soil surface’s deformation has been retightened from 67,49 mm to 58,62 mm. The deformation value in the tunnel lining is 52.54 mm. The sixth application assumes that a 5-story building with two basements is built on the ground, and the deformation value in the tunnel coating is 50.51 mm (Figures 10,11).

As a result of these examples, finite element programs must be analyzed to ensure that new structures built after tunnel construction are constructed without damaging the tunnel and existing structures. A non-damaged construction must be carried out by determining suitable solutions to the problems that will arise. Before applying a building load, improvements can be made to the characteristics of the floor, thus setting the seating values on the floor surface to lower values. It is important to maintain the ground during tunnel construction and select two to maintain the tunnel’s stability. The groundwater check must be carried out from the start of the project. The tunnel is to be built must be checked that it will not damage structures around it [13].

Tunnel example with FLAC 3D Program

Pressed floors can cause many problems, such as the collapse of supports due to heavy load, groundwater, excessive closure of pile profiles, or destruction of tunnel support. Therefore, before tunneling on such floors, the type and severity of the jamming that may occur should be investigated in advance. A specific formula produced by Hoek-Brown is used to predict the possibility of jamming and to analyze the jam. Flac 3D, Finite elements program, was used to determine the Hoek-Brown criteria parameters to be taken into account in the analysis of trapped floors in this application. For these studies, four Hoek-Brown input parameters are considered and modeled mainly: Rock mass parameters GSI (geological strength index), UCS (single-axis press strength), MI (Hoek material constant), and H (covering thickness). Code (FISH code) has been written by the Hoek-Brown criteria, as Flac3D is based on Mohr-Coulomb criteria. Numerical modeling results using GSI, H, UCS, and mi variables according to Hoek and Brown defeat criteria are presented separately as deformation contours and plastic zone contours. Deformation contours have been found to have a significant reduction in deformation contours around the tunnel as the GSI value increases from three-dimensional numeric models with different GSI values (Figure 12). In line with the results obtained by giving different tunnel cover thickness values, it was determined that the deformations around the tunnel increased rapidly as H increased (Figure 13). As a result of the deformation contours for the different mİ values from the three-dimensional numeric models, the mİ value has increased. In contrast, the deformation values have been found to have very little reduction than the other parameters (Figure 14). Thus, it is understood that the effect of mİ value on the potential for compression is not an important parameter. A significant reduction in deformation around the tunnel has been identified as the UCS value increases about deformation contours from three-dimensional numerical models using different single axis thrust strength values (Figures 12-15).

As a result of different GSI values, plastic zone contours decreased significantly in the thickness of the plastic area around the tunnel as the values increased (Figure 16). Using different cover thicknesses, it was determined that the value of plastic zone thickness increased as it increased (Figure 17). Using another mi value, it was determined that the plastic zone thickness values decreased due to the increase (Figure 18). While a change in the plastic zone size was observed with the increase in MI value, it was determined that this determined change MI parameter was not a useful parameter on the plastic zone. Using different single axis thrust strength values has determined that the plastic zone thickness around the tunnel decreases as the UCS value increases (Figures 16-19).

In parallel with the result of the plastic region radius, analyzes, and deformation analysis, the study’s parameters revealed that GSI, UCS, and H were the most influential parameters. It should be considered that the effect of the MI parameter will also change when the fixed parameters are changed, even though the impact of the MI parameter is low [14].

Result

As a result of developing technologies and research, existing programs have been designed and provided ease of solution to many engineering problems. The programs in which the method of finite elements was applied increased over time. In this way, almost every engineering branch has used appropriate programs for its problems. Many complex and time-long issues have been solved in fewer time thanks to these programs. Questions are broken down into pieces and solved in more detail, resulting in more realistic results. The development of programs and the introduction of 3D solutions have made it easier to understand problems and solutions. This makes tunnel projects easier to solve, and errors can be detected. Problems encountered during the opening phase of tunnels have been quickly resolved, and necessary improvements have been made. As technology evolves and people seek more realistic results, the finite element methods will continue to grow and develop.

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Global Computer-Aided Design Market Size, Status and Forecast 2021-2027

Computer-aided design (CAD) is the use of computer systems (or workstations) to aid in the creation, modification, analysis, or optimization of a design.

CAD is an important industrial art extensively used in many applications, including automotive, shipbuilding, and aerospace industries, industrial and architectural design, prosthetics, and many more. CAD is also widely used to produce computer animation for special effects in movies, advertising and technical manuals, often called DCC digital content creation.

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Market Analysis and Insights: Global Computer-Aided Design Market

The global Computer-Aided Design market size is projected to reach US$ 9941.9 million by 2027, from US$ 6791.2 million in 2020, at a CAGR of 5.1% during 2021-2027.

With industry-standard accuracy in analysis and high data integrity, the report makes a brilliant attempt to unveil key opportunities available in the global Computer-Aided Design market to help players in achieving a strong market position. Buyers of the report can access verified and reliable market forecasts, including those for the overall size of the global Computer-Aided Design market in terms of revenue.

On the whole, the report proves to be an effective tool that players can use to gain a competitive edge over their competitors and ensure lasting success in the global Computer-Aided Design market. All of the findings, data, and information provided in the report are validated and revalidated with the help of trustworthy sources. The analysts who have authored the report took a unique and industry-best research and analysis approach for an in-depth study of the global Computer-Aided Design market.

Global Computer-Aided Design Scope and Market Size

Computer-Aided Design market is segmented by company, region (country), by Type, and by Application. Players, stakeholders, and other participants in the global Computer-Aided Design market will be able to gain the upper hand as they use the report as a powerful resource. The segmental analysis focuses on revenue and forecast by Type and by Application in terms of revenue and forecast for the period 2016-2027.

Segment by Type

ECAD (Electronic CAD)

MCAD (Mechanical CAD)

Segment by Application

Automotive Industry

Aerospace and Defense Industry

Industrial Machinery Industry

Electrical and Electronics Industry

Others

By Region

North America

U.S.

Canada

Europe

Germany

France

U.K.

Italy

Russia

Nordic

Rest of Europe

Asia-Pacific

China

Japan

South Korea

Southeast Asia

India

Australia

Rest of Asia

Latin America

Mexico

Brazil

Rest of Latin America

Middle East & Africa

Turkey

Saudi Arabia

UAE

Rest of MEA

By Company

Autodesk

Dassault Systemes

PTC

Siemens PLM Software

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Table of content

1 Report Overview 1.1 Study Scope 1.2 Market Analysis by Type 1.2.1 Global Computer-Aided Design Market Size Growth Rate by Type: 2016 VS 2021 VS 2027 1.2.2 ECAD (Electronic CAD) 1.2.3 MCAD (Mechanical CAD) 1.3 Market by Application 1.3.1 Global Computer-Aided Design Market Share by Application: 2016 VS 2021 VS 2027 1.3.2 Automotive Industry 1.3.3 Aerospace and Defense Industry 1.3.4 Industrial Machinery Industry 1.3.5 Electrical and Electronics Industry 1.3.6 Others 1.4 Study Objectives 1.5 Years Considered 2 Global Growth Trends 2.1 Global Computer-Aided Design Market Perspective (2016-2027) 2.2 Computer-Aided Design Growth Trends by Regions 2.2.1 Computer-Aided Design Market Size by Regions: 2016 VS 2021 VS 2027 2.2.2 Computer-Aided Design Historic Market Share by Regions (2016-2021) 2.2.3 Computer-Aided Design Forecasted Market Size by Regions (2022-2027) 2.3 Computer-Aided Design Industry Dynamic 2.3.1 Computer-Aided Design Market Trends 2.3.2 Computer-Aided Design Market Drivers 2.3.3 Computer-Aided Design Market Challenges 2.3.4 Computer-Aided Design Market Restraints 3 Competition Landscape by Key Players 3.1 Global Top Computer-Aided Design Players by Revenue 3.1.1 Global Top Computer-Aided Design Players by Revenue (2016-2021) 3.1.2 Global Computer-Aided De

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Having the right software in place can help you get better growth and success. This article further delves into the advantages of CAFM or Computer-Aided Facility Management Software for businesses.

[basic-retro-programming]

More programmers for Romford & Guildford

Post #108: Stellenanzeige in England in den 1970er Jahren: Programmers for Romford & Guildford, reposted in 2022.

Stuart is the only programmer we lost in the first 2 1/2 years of operation at COMPUTERAID Romford. He is seen here being welcome back! More programmers are now welcome at Romford and Guildford. More programmers competent in 360 BAL/COBOL. More programmers to care for.

Stuart ist der einzige Programmierer, den wir in den ersten 2 1/2 Jahren bei COMPUTERAID Romford verloren haben. Er ist hier wieder zu sehen, willkommen zurück! Weitere Programmierer sind jetzt in Romford und Guildford willkommen. Mehr Programmierer, die in 360 BAL/COBOL kompetent sind. Mehr Programmierer, die sich darum kümmern.

(BAL 360 = IBM Assembly Language, COBOL = Common Business Oriented Language, mostly for commercial applications)

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Wiseguyreports.Com Adds “Computer-aided Design (CAD) – Global Market Growth, Opportunities, Analysis Of Top Key Players And Forecast To 2025”

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Global Mechanical Computer-aided Design (MCAD) Market Analysis Trends, Growth Opportunities, Size, Type, Dynamic Demand and Drives with Forecast to 2027 – Eurowire

Global Mechanical Computer-aided Design (MCAD) Market Analysis Trends, Growth Opportunities, Size, Type, Dynamic Demand and Drives with Forecast to 2027 – Eurowire

The global Mechanical Computer-aided Design (MCAD) market report offers a deep analysis of the global Mechanical Computer-aided Design (MCAD) market. It demonstrates a brief summary of industry data and key nomenclature of the market. The report has highlights well-known performers from the global market together with their contribution to the market to determine their progress within the…

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Special Issue on: "Future Directions in Computer-Aided Engineering and Technology"

Special Issue on: “Future Directions in Computer-Aided Engineering and Technology”

For authors > Calls for papers > Special issue

Int. J. of Computer Aided Engineering and Technology

Special Issue on: “Future Directions in Computer-Aided Engineering and Technology”

Guest Editors: Dr. Amr Tolba, King Saud University, Saudi Arabia Dr. N. Arun Kumar, Sastra University, India Dr. P. Mohammad Shakeel, Periyar University, India

The main intention of this special issue is to provide the…