WinRAR is a powerful archive manager. RAR files can usually compress content by 8 percent to 15 percent more than ZIP files can. WinRAR is a powerful compression tool with many integrated additional functions to help you organize your compressed archives. It can backup your data and reduce size of email attachments, decompress RAR, ZIP and other files downloaded from Internet and create new archives in RAR and ZIP file format.
WinRAR puts you ahead of the crowd when it comes to compression. By consistently creating smaller archives, WinRAR is often faster than the competition. This will save you disc space, transmission costs AND valuable working time as well. WinRAR is ideal for multimedia files. WinRAR automatically recognizes and selects the best compression method. The special compression algorithm compresses multimedia files, executables and object libraries
Features of WinRAR:
- Using WinRAR puts you ahead of the crowd when it comes to compression by consistently making smaller archives than the competition, saving disk space and transmission costs.
- WinRAR provides complete support for RAR and ZIP archives and is able to unpack CAB, ARJ, LZH, TAR, GZ, ACE, UUE, BZ2, JAR, ISO, 7Z, Z archives.
- WinRAR offers a graphic interactive interface utilizing mouse and menus as well as the command line interface.
- WinRAR is easier to use than many other archivers with the inclusion of a special "Wizard" mode which allows instant access to the basic archiving functions through a simple question and answer procedure. This avoids confusion in the early stages of use.
- WinRAR offers you the benefit of industry strength archive encryption using AES (Advanced Encryption Standard) with a key of 128 bits.
- WinRAR supports files and archives up to 8,589 billion gigabytes in size. The number of archived files is, for all practical purposes, unlimited.
- WinRAR offers the ability to create selfextracting and multivolume archives.
Recovery record and recovery volumes allow to reconstruct even physically damaged archives.
- WinRAR features are constantly being developed to keep WinRAR ahead of the pack.
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This post is dedicated to all our users complaining for years about "corrupted files"
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Important criteria to be considered for high-rise building design report.
Modeling Issues in high-rise buildings.
Effect of wind loading on tall buildings.
Foundations for tall buildings.
Column shortening analysis for high-rise building.
Introduction to MIDAS
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Continuing the tradition of fib International PhD Symposium in Civil Engineering, the 10th edition will be held in Québec, from July 21 to July 23, 2014.
The event will be held under the patronage of the International Federation for Structural Concrete (fédération internationale du béton-fib), one of the key international associations that disseminates knowledge about concrete and concrete structures.
This event provides the opportunity for PhD students to share information with the international research community. Researchers and industry representatives from all over the world will be there to present information and share their research experience. The duration of each oral presentation will be 20 minutes plus 10 minutes for discussions.
The topics of the symposium are related to the general field of civil engineering infrastructure, including but not limited to:
- Stuctural analysis and design
- Innovative structural systems
- Advanced materials
- Sustainability and cost efficiency
- Strengthening and repair
- Monitoring
- Non-Destructive testing
- Durability
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Author: P. Arnold, G.A. Fenton, M.A. Hicks, T. Schweckendiek | Size: 7 MB | Format:PDF | Quality:Original preprint | Publisher: IOS Press | Year: 2012 | pages: 344 | ISBN: 1614991626
The ground is one of the most highly variable of engineering materials. It is therefore not surprising that geotechnical designs depend on local site conditions and local engineering experience. Engineering practices, relating to investigation and design methods (site understanding) and to safety levels acceptable to society, will therefore vary between different regions. The challenge in geotechnical engineering is to make use of worldwide geotechnical experience, established over many years, to aid in the development and harmonization of geotechnical design codes. Given the significant uncertainties involved, empiricism and engineering judgment will undoubtedly always be an essential element of geotechnical design. However, rigorous and scientific approaches based on probability theory are finding increased attention in the calibration of modern geotechnical codes of practice and these codes can and should be used to aid fundamental engineering judgment. Containing contributions on Code Implementation, Code Application and Code Development, this book provides a single resource that code developers, practitioners, and researchers can use to understand the different choices made by national code developers around the world. Furthermore, the book highlights some of the key challenges faced worldwide concerning the ongoing process of harmonizing geotechnical design code specifications.
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Author: Chris Souder | Size: 13.31 MB | Format:PDF | Quality:Original preprint | Publisher: John Wiley & Sons, Inc., Hoboken, New Jersey | Year: 2015 | pages: 452 | ISBN: 9781118905586
Temporary structure design is not taken lightly by the owner, engineer, or contractor. It has and should always be a practice that is performed by a licensed engineer in its specific discipline. However, the construction manager should be versed in the design procedures to a point where he can request a particular design or review a concept or submittal with the ability to understand the basic components of the design.
In 1989, the fourth edition of Simplified Mechanics and Strength of Materials was written. This book is an example of the present book’s goal. I was inspired by the simplicity that Parker and Ambrose displayed in their text. I truly believe that this subject can be well understood by the construction manager without the ultimate goal of becoming a licensed engineer. However, if that is the goal of the student, this text will prepare you to take the next step in engineering pursuing your goal to be licensed.
There is a need for this topic in a construction management (CM) degree, both undergraduate and graduate, civil engineering (CE), both under graduate and graduate, or in industry that is simplified enough that the student, intern, or engineer can simply follow the major concepts without sacrificing key engineering principles.
Different universities approach the temporary structures topic in several ways. Some, like Chico State, make it the culminating experience following statics and mechanics. This text will compliment a similar program. Others teach a “structure” class that gives the students a basic understanding of how structures are designed. The latter focuses more on permanent design. Many civil engineering students graduate and go on to work for state agencies or heavy civil contractors. Both of these careers rely heavily on the design of temporary structures. With the state agency, one will be reviewing and inspecting temporary structures. With the contractor, one will be involved with helping design and building temporary structures. These two paths are very rewarding for a CM or CE undergraduate or graduate student.
Contents
Statics Review
Strength of Materials Review
Types of Loads on Temporary Structures
Scaffolding Design
Soil Properties and Soil Loading
Soldier Beam, Lagging, and Tiebacks
Sheet Piling and Strutting
Pressure and Forces on Formwork and Falsework
Concrete Formwork Design
Falsework Design
Bracing and Guying
Trestles and Equipment Bridges
Support of Existing Structures
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This tutorial shows you how to model, analyze and design of Pre-Cast Girder bridge with substructure in Midas Civil.
Container Format: mp4
Language: English
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Can anyone help me get this pdf:
Title
A fast algorithm for nonlinearly constrained optimization calculations
Book Title
Numerical Analysis
Book Subtitle
Proceedings of the Biennial Conference Held at Dundee, June 28–July 1, 1977
Pages
pp 144-157
Copyright
1978
DOI
10.1007/BFb0067703
Print ISBN
978-3-540-08538-6
Online ISBN
978-3-540-35972-2
Series Title
Lecture Notes in Mathematics
Series Volume
630
Series ISSN
0075-8434
Publisher
Springer Berlin Heidelberg
Copyright Holder
Springer-Verlag
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