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  Bentley GeoStructural Analysis (Fine Geo V13.7) Demo
Posted by: asumi - 12-29-2011, 06:57 AM - Forum: Bentley Products - Replies (6)

Bentley GeoStructural Analysis (Fine Geo V13.7)Demo

Size: 134 MB
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Complete Geostructural Analysis and Design Solution

Bentley's GeoStructural Analysis products address a wide range of geotechnical design and analysis challenges from foundation and wall design to stability and settlement analyses. GeoStructural Analysis’ integrated modules allow you to quickly compare different design scenarios and discrete construction stages, as well as comparing analyses by analytical methods or Finite Element Method (FEM).
Bentley's geostructural design and analysis software is available in two editions: GeoStructural Analysis and Advanced GeoStructural Analysis.

GeoStructural Analysis contains these 17 integrated modules including tools for retaining walls, foundations, slopes, and more.

Sheet Pile Design and Analysis
•Sheeting Design
•Sheeting Check

Retaining Walls/Structures
•Abutment
•Cantilever Wall
•Earth Pressure
•Gabion Wall

•Gravity Wall
•Masonry Wall
•Nailed Slopes
•Prefab Wall

Foundation Design
•Piles
•Pile CPT
•Micropiles
•Spread Footing

Settlement Analysis
•Settlement

Advanced GeoStructural Analysis
The Advanced GeoStructural Analysis suite includes all of the above modules as well as these three advanced modules.

Advanced Analysis
•FEM
•Ground Loss
•Tunnel


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  ACI Syposium Publications
Posted by: mybest - 12-28-2011, 11:52 PM - Forum: Journals, Papers and Presentations - Replies (2)


Articles for SP-84: Earthquake Effects on Reinforced Concrete Structures -- U S Japan Research

Size: Rar 24 MB | Format: PDF | Publisher: ACI Syposium Publications


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Articles for SP-84: Earthquake Effects on Reinforced Concrete Structures -- U S Japan Research
Introduction to U.S. - Japan Cooperative Earthquake Engineering Program
J. Penzien, H. Umemura, M. Watabe, and R. Hanson


Static Tests on Shear Walls and Beam-Column Assemblies and Study on Correlation Between Shaking Table Tests and Pseudo-Dynamic Tests
H. Hlralshi, S. Nakata, Y. Kltagawa, and T. Kaminosono


Construction and Instrumentation of the Full Scale Specimen
J. Wight, S. Nakata, and T. Kaminosono


Comparison Between the Reinforced Concrete Test Structure and Design Requirements from U.S. and Japanese Building Codes
J. Wight, V. Bertero, and H. Aoyama


Testing Procedure and Preliminary Test Results of a Full Scale Seven Story Reinforced Concrete Building
T. Kaminosono, S. Okamoto, Y. Kltagawa, and M. Yoshlmura


Testing, Repair and Strengthening, and Retesting of a Full Scale Seven Story Reinforced Concrete Bullding
S. Okamoto, J. Wight, S. Nakata, M. Yoshlmura, and T. Kaminosono


Inelastic Behavior of the Building
M. Yoshlmura and Y. Kurose


Analysis of the Full Scale Seven Story Reinforced Concrete Test Structure
S. Otanl, T. KabeyaSawa, H. Shiohara, and H. Aoyama


Medium Scale Wall Assemblies: Comparison of Analysis and Test Results
B. Morgan, H. Hiraishi, and W.G. Corley


Full Scale Tests of Beam-Column Joints
M. Joglekar, P. Murry, J. Jirsa, and R. Klingner


Small Scale Model Tests of Structural Components and Assemblies
B. Wallace and H. Krawinkler


Earthquake Simulation Tests of Three One-Tenth Scale Models
C. Wolfgram, D. Rothe, P. Wilson, and M. Sozen


Earthquake Simulator Tests and Associated Experimental, Analytical, and Correlation Studies of One-Fifth Scale Model
V. Bertero, A.E. Aktan, F. Charney, and R. Sause

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  cold formed column according to EC3 - Semi-Manual design
Posted by: fordcell - 12-28-2011, 10:13 PM - Forum: Engineering Spreadsheet - No Replies

As I received no comments in my previous thread (

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) ... here you can find my first attempt of creating an excel sheet to assist my calculations for the design of a cold formed column according to EC3.
The analysis has been done with SAP2000, and the Section Designer has been used for the design of the cross section.
I would appreciate your comments, remarks and suggestions.

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  AASHTO: LRFD Guide Specifications for the Design of Pedestrian Bridges
Posted by: mavilladar - 12-28-2011, 04:20 PM - Forum: Bridge (Project and Technology) - Replies (1)

‪LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES‬

Author: AASTHO | Size: 184 KB | Format: PDF | Year: 2009 | pages: 16 | ISBN: 1-56051-469-5


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This edition of the Guide Specifications was developed from the previous Allowable Stress Design (ASD) and Load Factor Design (LFD)-based, edition (AASHTO 1997). An evaluation of available foreign specifications covering pedestrian bridges, and failure investigation reports as well as research results related to the behavior and performance of pedestrian bridges was performed during the development of the LRFD Guide Specifications.

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  Building Codes for Existing and Historic Buildings
Posted by: portal61 - 12-28-2011, 07:46 AM - Forum: Other Materials (Wood, Brick, etc.) - Replies (5)


Building Codes for Existing and Historic Buildings

Author: Melvyn Green, S.E. | Size: 3.2 MB | Format: PDF | Publisher: Wiley | Year: 2011 | pages: 264 | ISBN: 0470195916

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Written for architects, engineers, preservation, and code enforcement professionals, this is the only comprehensive book that examines how the International Building Code (IBC) and the International Existing Building Code (IEBC) can be applied to historic and existing buildings. For ease of use, the book is organized to parallel the structure of the IEBC itself, and the approach is cumulative, with the objective of promoting an understanding of the art of applying building regulations to the environment of existing buildings.
The principles of regulating existing buildings are discussed. Basic building information, nonconforming rights, and the code’s approach to change of occupancy are included. The prescriptive, work area, and performance compliance methods of the International Existing Building Code are analyzed. Each method of compliance is described with regard to its application to particular situations, such as repairs, alterations, and change of occupancy. Examples are provided to show signifi cant code issues.

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  Kaspersky report Web Virus
Posted by: netsonicyxf - 12-28-2011, 02:40 AM - Forum: Archive - Replies (9)

Everytime I use Firefox 9.0.1 to enter this forum or click any thread since this yestersay, the Kaspersky Interset Security 2012 report there is web virus,

the details of the report asre as follows:

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For those meanless word in the quote report, such as "fc^ _ ? -)-)£. 1 (J„ , a", that because Kasperksy doesn't allow use to copy the text in the repoert, so I have to use some OCR software to capture the text from the repoert, which cause the issue.

I notice there is some link in the thread when I copy the report from Kaspersky and paste here, if the link is not allowed, please help me with it, cause I can't find the edit button here, so I can't edit the thread.

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  Tainter Gate design for Dam
Posted by: asghar - 12-27-2011, 11:43 PM - Forum: Archive - No Replies

Dear all friends:
If you have any book,Papers,.... about Tainter gate design for dam,please kindly Upload.
your Upload will be high appreciated.
thanks in advance.

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  USACoE - Composite Materials for Civil Engineering Structures
Posted by: usman - 12-27-2011, 08:41 PM - Forum: Other Materials (Wood, Brick, etc.) - Replies (1)

Composite Materials for Civil Engineering Structures

Size: 4.69 MB | Format: PDF | Publisher: USACoE | Year: 1997 | pages: 66 | ISBN: -

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Table of Contents

Chapter 1 - Introduction
Purpose
Applicability
References
Discussion
Background
Policy

Chapter 2 - Reason to Consider FRP Composites
General
Structural Considerations
Production Options
Economic Considerations
Environmental Considerations
Material Property Considerations

Chapter 3 - Potential Applications
Application Categories
Immediate Category
Short-Term Category
Long-Term Category

Chapter 4 - Description of Composite Materials
Terminology
Background
Types of Composite Components
Processing

Chapter 5 - Material Properties
General
Fibre Properties
Resin Properties
Laminate Properties

Chapter 6 - Durability
Overview
Physical Aging of Polymer Matrix
Influence of Moisture
Hydrothermal Effects
Alkaline Environment
Low Temperature Effects
Low Temperature Thermal
Cycling (Freeze-Thaw) Effects
Influence of Ultraviolet (UV) Radiation
Creep Behaviour
Fatigue Properties
Fire Hazards and Flammability

Chapter 7 - Design Guidance
Manufacturer’s Guidelines
Military Handbooks
Design Approach
Connections

Chapter 8 - Quality Assurance
Test Methods
Inspection and Performance
Monitoring Methods

Chapter9 - Repair of FRP Composites
General
Routine Maintenance
Repair during Installation
Repairs Due to Accidental Drainage and/or Service Exposures
Prepare Kits
Underwater Repairs
Special Considerations

Appendix A - References

Appendix B - Examples of FRP Composite Applications

Appendix C - Example Specification for FRP Components

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Download Link posted by niki102:

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Download Link posted by Grunf:

Composite Materials for Civil Engineering Structures - US Army Corps of Engineers
download here (mirror links):
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Uploaded: Jul/31/2011, File Size: 4.945 MB, Paginated, Searchable text.

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  Proceeedings of International Conference on Advances in Geotechnical Engineering
Posted by: alibouafia - 12-27-2011, 06:54 PM - Forum: Archive - No Replies

Hi colleagues,

I need the proceedings of the following important conference held recently in Australia:

International Conference on Advances in Geotechnical Engineering
7th - 9th November, 2011 - Perth, Australia

Thanks in advance !

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  Nonlinear Seismic Response of Mexican Bridges with Base Isolation (PhD Dissert.)
Posted by: Sumatra - 12-27-2011, 04:45 PM - Forum: Structural Dynamics and Earthquake Engineering - No Replies

Nonlinear Seismic Response of Mexican Bridges with Base Isolation Accounting for SSI Effects

Author: B.A.O. Navarrete | Size: 8.9 MB | Format: PDF | Publisher: Texas A&M University | Year: 2008 | pages: 326


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This PhD dissertation contains a parametric analysis of typical base isolated bridges. The bridges were located in different soil types and were subjected to three different earthquakes (recorded on soft and medium soils). The work had two main objectives: to asses the effects of the nonlinear behavior of the isolation pads of the bridges on the seismic responses (accelerations, displacements, and pier seismic forces), and to study combined effects of base isolation and inertial interaction due to the presence of flexible foundations.

The analytical models used for the study were selected on the basis of initial evaluation of different models proposed in the literature to represent a bridge structure and to evaluate the isolation pads’ nonlinear behavior. The bridges studied were developed with a three-dimensional model. After completing the studies, 2 degree of freedom models were used to investigate more general trends of the inertial SSI effects for the base isolated bridges.

The results of the work show the efficiency of base isolation pads in improving the seismic performance of bridges in most cases. They suggest that the inertial SSI effects will not be generally important for bridge foundations designed with a factor of safety of 3, with more than one line of piles in either direction since they will be very stiff foundations. But they also showed that for slender piers it is important to carefully evaluate the translations on top of the piers due to the rocking effects of the foundation.

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