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  PTI: Recommendations for Prestressed Rock and Soil Anchors
Posted by: gulilero - 07-26-2011, 12:14 AM - Forum: Foundation & Geotechnics in general - Replies (4)

Recommendations for Prestressed Rock and Soil Anchors, Post Tensioning Institute (2004)

Author: PTI | Size: 23.8 MB | Format: PDF | Publisher: PTI | Year: 2004 | pages: 98 | ISBN: 1931085293

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The 4th Edition has been rewritten and expanded. It represents a major revision and update of the 1996 publication.

The Recommendations detail the current state of practice in the application of permanent and temporary prestressed rock and soil anchors utilizing high strength prestressing steel, and provide practical guidance for design, installation and testing. These Recommendations supersede the 1996 Edition and include major revisions in the requirements for:

·Corrosion Protection ·Grouts and grouting activities ·The use of epoxy-coated strand Additionally, numerous changes have been made to further enhance the understanding of anchor technology

This manual represents the current state of practice in the application of permanent and temporary prestressed rock and soil anchors using high-strength prestressing steel. The recommendations provide practical guidance for the design, installation, and testing of grouted prestressed rock and soil anchors.
These recommendations supersede the 1996 edition and include major revisions in the requirements for:
–Corrosion protection;
–Grouts and grouting activities; and
–The use of epoxy-coated strand.
Additionally, numerous changes were made to further enhance the understanding of anchor technology.
This document is prepared by the PTI Committee for Prestressed Rock and Soil Anchors with input and review by the International Association of Foundation Drilling Anchored Earth Retention Committee.


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  Engineering Plasticity and Plastic theory of Structures
Posted by: bogdan.teo - 07-25-2011, 09:35 PM - Forum: Archive - No Replies

I nedd these books Engineering Plasticity - C.R.Calladine and Plastic theory of Structures - M.R.Horne.

Can anybody help me????

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  LINPACK Users' Guide
Posted by: jcbv - 07-25-2011, 07:17 PM - Forum: Mathematics (Engineering and Scientific) - Replies (1)


LINPACK Users' Guide

Author: J. J. Dongarra | Size: 2.08 MB | Format: DjVu | Publisher: Society for Industrial Mathematics | Year: January 1, 1987 | pages: 375 | ISBN: 089871172X

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The authors of this carefully structured guide are the principal developers of LINPACK, a unique package of Fortran subroutines for analyzing and solving various systems of simultaneous linear algebraic equations and linear least squares problems. This guide supports both the casual user of LINPACK who simply requires a library subroutine, and the specialist who wishes to modify or extend the code to handle special problems. It is also recommended for classroom work.


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  Procedure to Perform Pushover Analysis (for RC Structures with SAP2000)
Posted by: Sumatra - 07-25-2011, 03:49 PM - Forum: Structural Dynamics and Earthquake Engineering - Replies (2)

Procedure to Perform Pushover Analysis (for RC Structures with SAP2000)

Author: S. Chandrasekaran et al. | Size: 2.4 MB | Format: PDF | Publisher: CRC Press | Year: 2010 | pages: 190-213 | ISBN: 978-1-4398-0914-3


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This is Section 6.3 of book entitled: Seismic design aids for nonlinear analysis of reinforced concrete structures written by Srinivasan Chandrasekaran, Luciano Nunziante, Giorgio Serino, Federico Carannante. This is very useful info in conducting pushover analysis of RC structures using SAP2000. It shoul be noted, after the procedures explained in this chapter, we just need 2 more steps for nonlinear time history analysis using SAP2000, i.e. specifying the input ground motion and time history definition in load case.

In this section, a detailed procedure to perform nonlinear static pushover analysis is presented. A five bay–ten story regular frame in reinforced concrete is considered as an example case. The building frame consists of structural elements as follows:
(1) 450 mm square RC columns, reinforced with 12Φ25 and lateral ties of 8 mm at 200 c/c; (2) 300 × 450 mm RC beam, reinforced with 4Φ22 as tensile and compression steel with shear stirrups of 10 mm at 250 c/c; and (3) 125-mm-thick RC slab. The concrete mix is M25 and the reinforcing steel used is high-yield-strength deformed bars, Fe 415. The building frame consists of 4 m bay width and 4 m story height, with no structural and geometric irregularities and assumed to be located in Zone V (IS 1893, 2002) with soil condition as “medium” type. Using the proposed expressions for P-M interaction and moment-rotation, presented in Chapters 1 and 2, respectively, beams and columns are modeled. Figure 6.7 shows the P-M interaction details for the beam hinges to be used in the model. The P-M interaction domains are traced using the summary of expressions given in Chapter 1. Figure 6.8 shows the moment rotation for the beam hinges, which are plotted using the expressions given in Chapter 3. Similarly, P-M interaction details and moment-rotation for column hinges are shown in Figures 6.9 and 6.10, respectively. The building frame is modeled in SAP2000, version 10.1.2 advanced, using the geometric and structural details as mentioned above. In the following section, a step-by-step approach for performing pushover analysis of the building model is presented.

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The link for full version of this book can be found in the following pezhmankhan's thread:

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  Recommendations for designing for multi-storey and underground car parks
Posted by: HungNguyen29 - 07-25-2011, 01:43 PM - Forum: General Books - Replies (2)

Dear,

I want to share the document which gave some recommendations for designing multi-storey and underground car parks. This document particularly presented some issues, such as: the incorporation of the requirements of EC, a review of the durability and exposure recommendations, a review of the structural security and safety aspects of edge protection and protective barriers, a review of the operational requirements to include developments in electronic monitoring,...

This document includes 11 parts and 105 pages, which size is 6.02 MB.
It was published by the Institution of Structural Engineers on March, 2011.

Download this document from link address below:

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BestRegards,
HungNguyen




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  Bentley WaterGEMS V8i (SELECT series 2) 08.11.02.31
Posted by: BennyP - 07-25-2011, 09:57 AM - Forum: Bentley Products - Replies (6)

Bentley WaterGEMS V8i (SELECT series 2) 08.11.02.31

Size: 150.4 MB
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WaterGEMS is a comprehensive and easy to use water distribution modeling application. WaterGEMS can run in ArcGIS, AutoCAD, and MicroStation, or as a standalone application. From fire flow and water quality simulations, to criticality and energy cost analysis, to advanced genetic algorithm optimization, WaterGEMS comes equipped with everything you need in a flexible multi-platform environment.

WaterGEMS V8 extends every piece of functionality across all the included CAD, GIS, and stand-alone platforms. For example, GIS users can now exercise total control over engineering units directly within ArcGIS’s attribute tables, using the same FlexTables technology they can find in the other included platforms.


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30 days trial (size 1000) with renew.


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Downloaded by someone from Lavteam and posted in other places.


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  Time-history seismic analysis with SAP2000
Posted by: hazus - 07-25-2011, 07:58 AM - Forum: Journals, Papers and Presentations - No Replies

Time-history seismic analysis with SAP2000

Author: University of bradford | Size: 1.44 MB | Format: PPT | Year: 2009 | pages: 35


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A step-by-step guide for BEng/MEng/MSc students familiarizing with this piece of software
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  Research Opportunities in Corrosion Science and Engineering
Posted by: utan - 07-25-2011, 03:19 AM - Forum: General Books - No Replies

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Research Opportunities in Corrosion Science and Engineering

Size: 8 MB | Format: PDF | Publisher: Committee on Research Opportunities in Corrosion Science and Engineering; National Research Council | Year: 2011 | pages: 192 | ISBN: 978-0-309-16286-9


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The field of corrosion science and engineering is on the threshold of important advances. Advances in lifetime prediction and technological solutions, as enabled by the convergence of experimental and computational length and timescales and powerful new modeling techniques, are allowing

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  Design of Drilled Shafts to Enhance Slope Stability
Posted by: pelelo - 07-25-2011, 12:07 AM - Forum: Archive - No Replies

"Design of Drilled Shafts to Enhance Slope Stability" (2010)

By Pradel, Garner and Kwok

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  NCHRP - Guide to Mechanistic Empirical Design of New and Rehabilitated Pavement Strs
Posted by: gulilero - 07-24-2011, 08:39 PM - Forum: Traffic Engineering - No Replies

Guide to Mechanistic Empirical Design

Author: ARA Inc | Size: 60.11 MB | Format: PDF | Publisher: NCHRP - Transportation Research Board | Year: 2004

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Guide to Mechanistic Empirical Design of New and Rehabilitated Pavement Structures (MEPDG)

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The Mirror link is for the website with the document subdivided in chapters. Also software is available

Note: PDF's are secured/locked which I could not unlock with PDF Unloacker.
I will appreciate if someone could unlock and post unlocked document. Thanks in advance!

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‪Guide to Mechanistic Empirical Design‬

Author: ARA Inc | Size: 60.11 MB | Format: PDF | Publisher: NCHRP - Transportation Research Board | Year: 2004


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Guide to Mechanistic Empirical Design of New and Rehabilitated Pavement Structures (MEPDG)

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