RM™ Bridge (Select Series 3) v08.10.07.02 - TRIAL ONLY
Size: 404 MB
New features compare with Select Series 2
It fixes reported common problems and adds new functionalities:
*New Interface between RM Bridge and Bentley Rebar available
*Earthquake AnalysisThe tendon geometry calculation was completely revised
*Macros for Response spectrum definitions added
-Chinese code JTG D62
-AASHTO LRFD 2007
-AASHTO LRFD 2012
-CQC Mode superposition revised
-CQCX Mode superposition extended to allow *for evaluating also concurrent values
*Steel design improved, examples and manual are available
*Localsiation improved
*Russian GUI translation completed
*Proof checks for concrete structures in accordance with SniP are partly available
*The old implementation of Hong Kong standard has been revised and adapted
*ULTCHK: Reinforcement defined at composite was not considered ? fixed
*ULTSUP: Tendon results were not treated correctly fixed
*CANTILEVER : Module did not work properly – fixed
* Element-CS: Editing an element of type Viscous Damper cleared the angle value -fixed
*SELECT Licensing: Node lock license activation does not create an entry for the used country.
*Uses now location definition of Windows operating system
Private Note:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Author: Ir. Tan Yean Chin & Chow Chee Meng | Size: 1.75 MB | Format:PDF | Quality:Original preprint | Publisher: Geotechnical Course for Pile Foundation Design & Construction | Year: 2003 | pages: 74
Abstract :
This paper presents some aspect of design and construction of bored pile foundation in Malaysia. Empirical equations correlating the value of the ultimate shaft resistance (fsu) and the ultimate base resistance (fbu) to SPT 'N' values are suggested as design of bored piles under axial compression in Malaysia is usually based on the SPT, Which is extensively carried out at site. Some aspects of design and construction in difficult ground conditions such as limestone areas and soft ground are presented together with some suggestions on quality control for bored pile construction.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
During installation of Plastic Vertical Drains (PVD) large forces can occur that rupture the drain or filter fabric. To determine these forces laboratory and field tests are executed whereby the forces are measured by strain gages during installation of the drains. The tests showed that under circumstances these forces could exceed the requirements mentioned in certain norms. The forces were caused by the fact that high performance PVD installation rigs were used in combination with large depths and hard top layers. Also other circumstances can influence the forces in drains during installation. This paper describes all the factors that influence the forces in PVD.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
RAM Connection V8i (SELECTseries 4) 8.0.0.23 1000 days trial
Size: 157 MB
RAM Connection, a flexible and powerful program for analysis and design of steel connection for W, HSS and similar sections.
This software offers the best flexibility for the design of different shear, moment, braces, splices and base plates connection types. It is based on the AISC, ASD and LRFD codes, and the British Standard.
The standalone version works independently of any other software.
The connections can be designed in three different ways in RAM Connection Standalone (RCSA).
The first method can be called trial and error, in which the user defines a database with all the different connections (notice that several connections are already provided by the software) and assign them, to the joint, one by one. The software will indicate if the connection assigned is adequate or not. If the connection is not adequate, the user can assign manually another connection or adjust the initial one in such a way that fulfills all the requirements.
The second method consists in making the program search in a list of the connections database until it founds a connection that works well in the joint (according to geometry and loads).
The third method is similar to the second but instead of searching in a pre-defined list the software assigns a smart connection that adapts to the joint. In these connections, the design is automatically where the parameters of the connections (e.g. bolt number, weld size, plate size, etc) are adjusted until the connection fulfills the requirements.
Private Note:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
Author: Sam Clarke | Size: 2.7 MB | Format:PDF | Quality:Original preprint | Publisher: The University of Sheffield | Year: 2006 | pages: 50
A Final Report of a Student from Department of Civil and Structural Engineering, University of Sheffield.
Abstract :
This project is concerned with the design of a program to calculate the optimal solution for geotechnical problems involving the consolidation of soft ground by the use of prefabricated vertical drains. The effects being taken into account include smear, well resistance, ramped loading and multiple layers. The program has allowed the author to complete a series of parametric studies into the effects of the factors which contribute to the rate of consolidation using vertical drains. The final solution is a distributable program that uses an intuitive graphical user interface. This allows the user to input soil parameters and assumptions and then run the program to find the optimal spacing of drains to achieve a given consolidation in a given time. An element of probabilistic analysis has also been incorporated into the program to allow the creation of risk to cost curves for any parameters. This allows the user to make an educated decision based on the allowable cost and the degree of certainty in the soil parameters.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Acceleration of Self-Weight Consolidation Settlement by Prefabricated Vertical Drain Board
Author: Soo-Sam Kim, Sang-Jae Han, Ryong Lee & Young-Su Chae | Size: 1 MB | Format:PDF | Quality:Original preprint | Publisher: The International Society of Offshore and Polar Engineers | Year: 2002 | pages: 5 | ISBN: 1-880653-58-3
Abstract :
In dredging and reclamation, self-weight consolidation of marine clay need relatively long time. In this study, to accelerate self-weight consolidation time laboratory large size column test were performed using prefabricated vertical drain board. And also presented optimum time of prefabricated vertical drain board insert. Prefabricated vertical drain board-test result showed l/2 time to consolidation compared to Selfweight consolidation-test. Therefore, It can be judged that in reclamation of dredged marine clay, prefabricated vertical drain board can used to accelerate self-weight consolidation.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Author: Frederick E. Gould | Size: 38.4 MB | Format:PDF | Quality:Original preprint | Publisher: Prentice Hall | Year: 2010 | pages: 360 | ISBN: 0138135967
Managing the Construction Process: Estimating, Scheduling, and Project Control, Fourth Edition, covers all areas of the Construction Management industry—with a balanced focus on both theory and practicality. Helping students gain a working knowledge of the whole Building Industry, this text provides the technical skills required to manage a construction project from conception through occupancy. Emphasizing current industry practices, it makes a useful reference for the construction professional.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Written by a veteran geotechnical engineer with a long record of research discoveries, Constitutive Modeling of Geomaterials: Principles and Applications presents a simple and unified approach to modeling various features of geomaterials in general stress systems. The book discusses the fundamentals of the constitutive modeling of soils and illustrates the application of these models to boundary value problems.
Helping readers easily understand the fundamentals and modeling of soil behaviors, the author first explains the ideas and formulations for modeling soil features in one-dimensional conditions. He then extends the one-dimensional models to three-dimensional models using the tij concept. The text covers the subloading tij model and other methods that describe density, bonding, time effect, and more. Moving on to the practical application of the constitutive models, the author presents the numerical simulations of typical geotechnical problems (numerical modeling) and the corresponding model tests (physical modeling).
Using a framework that leads to a unified set of material parameters, this book shows how to formulate a constitutive model capable of simulating the main features of soil behavior. It not only covers recent methods and models but also uses real test data to prove their reliability.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: screen.png]](http://postgen.civilea.com/icon/screen.png){kind=icon}
![[Image: 78200685150260767655.jpg]](https://pic.civilea.com/images/78200685150260767655.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: tips.png]](http://postgen.civilea.com/icon/tips.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: comments.png]](http://postgen.civilea.com/icon/comments.png){kind=icon}
![[Image: crack.png]](http://postgen.civilea.com/icon/crack.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 43762334123313967307.jpg]](https://pic.civilea.com/images/43762334123313967307.jpg)
![[Image: mirror.png]](http://postgen.civilea.com/icon/mirror.png){kind=icon}
![[Image: 10092582956189410733.jpg]](https://pic.civilea.com/images/10092582956189410733.jpg)
![[Image: 62286413659563808405.gif]](https://pic.civilea.com/images/62286413659563808405.gif)
![[Image: 53595349213305750120.gif]](https://pic.civilea.com/images/53595349213305750120.gif)
![[Image: 92624226235396114701.gif]](https://pic.civilea.com/images/92624226235396114701.gif)
![[Image: 50515363360480103910.jpg]](https://pic.civilea.com/images/50515363360480103910.jpg)
![[Image: 36142633844717247202.jpg]](https://pic.civilea.com/images/36142633844717247202.jpg)
![[Image: 57997097694325430273.jpeg]](https://pic.civilea.com/images/57997097694325430273.jpeg)
![[Image: 35951592561587130539.jpg]](https://pic.civilea.com/images/35951592561587130539.jpg)