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SVSU uses a Self-Service Password Reset system to make it easy to recover your password if you ever forget it. To ensure you never lose access to your account, you must first register to be part of the password reset system. Registering will enable you to reset, unlock, or change your password without having to contact the SVSU IT Support Center.

MFA helps ensure a user's identity when attempting to use SVSU software and systems. It requires SVSU users to present two pieces of evidence when logging in to any SVSU system. One piece of evidence will be the SVSU username and password. Users will choose the other method of evidence, or authentication, that best fits their lifestyle, from the available options. Without authentication, your log in will fail.

The IT Help Desk is your initial point of contact for the Information Technology department. If you are having difficulties accessing Regent systems (Genisys, Blackboard, Email, etc.), need your password reset, or are having issues with a Regent University computer, the IT Help Desk is here to help!

Two-factor authentication enhances the security of your account by using a secondary device to verify your identity. This prevents anyone but you from accessing your account, even if they know your password.

When logging in to a Regent University web application that is protected by Duo, you will still enter your username and password.After inputting your login information, Duo requires you to complete a method of second-factor authentication when working remotely.

Upon acceptance to Regent University and processing of the enrollment deposit, you will receive an email to your personal email address with instructions on how to initialize your MyRegent account. Your MyRegent account username will be created using portions of your first and last name. Please note that your Regent Student ID is separate from your MyRegent account username. The MyRegent account username is also used to create your Student Mail by Google account in the form of myregentusername@mail.regent.edu. Once your MyRegent account password is created, you may login to the MyRegent portal at my.regent.edu. Your MyRegent account password is automatically synchronized to be the same as your Student Mail by Google account password.

If you are a recently accepted student, your MyRegent ID and instructions for setting your password will be sent to you via email once the enrollment deposit requirement has been met.

Your Regent Google Workspace username is in the form of MyRegentUsername@mail.regent.edu. Your Regent Google password is automatically synchronized to be the same as your MyRegent account password. Whenever prompted to login to your Regent Google Gmail or Workspace apps, be sure to use your full username in the form of MyRegentUsername@mail.regent.edu.

You will need to authenticate to the server to verify you are affiliated with IUP. When you are prompted for username and password, enter your username as IUPMSD\username. Please note you must enter the IUPMSD and the back slash "\" prior to your username. The password will be your network password.

You can access the CUNY Virtual Desktop at www.cuny.edu/virtualdesktop. Login requires the CUNYfirst username followed by @login.cuny.edu and your CUNYfirst password. Sessions can last up to 8 hours. Please remind faculty and students to continually save their data to their local device or flash drive frequently during each session and before logging off. Click button below :

The Office of Information Technology Help Desk is located in Farrell Hall 212, on the second floor directly across from the stairwell nearest the library. The help desk offers help with any Walsh I.T. system. In addition, we offer personal computer repair and diagnostics, in person password reset (bring photo ID) and account and login assistance.

If you are launching License Wizard for the first time, you will be prompted to give it elevated privileges. This is because License Wizard needs to install the activation service for your product. To do this, you should be logged-in to an account with administrator privileges. You can also do this from a regular user account, provided that you can enter the username and password of an account with administrator privileges when prompted.

A Survey on Benchmark Defects Encountered in the Oil Pipe Industries PDFWissam Alobaidi, Eric Sandgren, Hussain Al-RizzoOil and natural gas have been transported by pipeline for over a century, yielding a large amount of information about defects in manufacture and in service. Research has moved toward early detection of defects in the body and welds of pipe during the manufacturing process. The most common defects occur in the welds, and can be categorized into 7 basic types: porosities, slag inclusions, lack of fusion, lack of penetration, cracks, burn-through and irregular shapes. Any of these may occur in the five most common welding configurations used in manufacturing. The five common joint types are: butt-weld joint, tee-weld joint, corner-weld joint, lap-weld joint and edge-weld joint. The purpose is to aid in the elimination of problems in the manufacturing process that lead to manufacturing defects, thus enhancing product quality. The relationship between defect type and the Non-destructive testing (NDT) methods which best detect each type, are summarized in tabular form. The table also relates the location of the defect (whether surface or subsurface, or both) to the NDT techniques. Illustrations of each type of defect are presented for reference. The relationship of defect type and location to cost and labor needed to detect each type, is presented in graphic form. The surface defects are easily detected with Visual Inspection, while subsurface defects can be caught with Radiographic Testing when conducted at the recommended speed of 50mm/s, but if they are missed they can be detected with Ultrasonic Testing, which is more labor-intensive, and which must be verified with a second NDT technique, Digital X-ray Testing. To enhance production efficiency, and the series of NDT stations needed for oil and natural gas pipeline manufacturing, we must determine how to incorporate new techniques to cover the shortcomings of present methods of detecting defects. This will reduce labor time and increase throughput while maintaining the quality of the finished product.

Use of Coconut Husk Fiber for Improved Compressive and Flexural Strength of Con-crete PDFAnthony Nkem Ede and Joshua Olaoluwa AgbedeRapid ***** propagation, brittle mode of failure and increased overload are common in concrete structures due to the low tensile strength of concrete. Although conventional steel reinforced concrete is the most popular method developed to reduce such problems, it is rather becoming expensive in terms of its costs and sustainability issues. Because of the huge capital investment to run the steel industry, many manufacturers in the developing nations try to cut corners by reducing the quality of steel thereby reducing the strength. This has led to a lot of challenges including building collapse accompanied by devastating economic and human loss. For these drawbacks, the development of contemporary concrete technologies such as eco-friendly and affordable coconut fiber reinforced concrete needs more investigation. This research studies the effect of coconut fibers on the strength of concrete which includes the compressive and the flexural strength of normal concrete. The fibers were used in different percentages (0%, 0.25%, 0.5%, 0.75%, and 1.0%) of the weight of the fine aggregates. 16 short beams were used for flexural strength at 0%, 0.5% and 1.0% fiber content which were tested after curing for 7 and 28 days. Destructive and nondestructive compressive tests were conducted on 40 concrete cubes to doubly validate the test results. The correlation of the two tests results were very good. The results showed that the compressive strength of coconut fiber-reinforced concrete increased with curing age and with increasing percentage of coconut fiber up to 0.5% then gradually began to decrease from 0.75% to 1.0%. The percentage strength gained at 28 days for 0.25%, 0.5%, 0.75% and 1.0% fiber contents with respect to the control sample are 4.58%, 38.13%, 8.56% and -2.42% respectively. The results for the flexural strength of concrete showed that strength gained at 28 days for 0.25%, 0.5% and 1.0% of coconut husk fiber were 28.82%, 22.15% and 0.42% respectively. 2b1af7f3a8