This practice establishes guidelines and recommended procedures for the design of Spherical Vessel foundations using AFES(=Automatic Foundation Engineering System). AFES can design Spherical Vessel foundations as either soil- or pile-supported footings.
CONTENTS :
~ Create or Open New Project
~ Setting Soil and Pile Parameters
~ Creating New Structure
~ Generating Geometric Data
~ Exporting Load Combination
~ Assign Foundation Grouping
~ Editing footing sizes and other parameters
~ Pier and Footing Reinforcement
~ Set Pile Layout for Pile Foundations.
~ Adding Tie-Girder
~ Import Load Combination for various foundation groups
~ Performing Design and Analysis functions.
~ Quantity BOM(Bill of Material) function
~ Construction Drawing
~ Export 3D Modeling Data (PDMS, PDS Frame Work Plus)
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:
Dear CivilEAns,
Whenever I switch on my laptop, I get a message error as appended in the image below. Any help to rectify this problem will be appreciated.
Size: 14.1 MB | Format:PDF | Quality:Original preprint | Publisher: The Government of the Hong Kong Special Administrative Region | Year: 2002-2003
The Port Works Design Manual presents recommended standards and methodologies for the design of marine works in Hong Kong. It consists of five separate volumes, namely, Part 1 to Part 5. Part 1 mainly covers design considerations and requirements that are generally applicable to various types of marine works. Part 2 to Part 5 are concerned with specific design aspects of individual types of works including piers, dolphins, reclamation, seawalls, breakwaters and beaches. This Manual supersedes the Port Works Manual, of which the contents were prepared in the 80’s.
Port Works Design Manual: Part 1 - General Design Considerations for Marine Works
Port Works Design Manual: Part 2 - Guide to Design of Piers and Dolphins
Port Works Design Manual: Part 3 - Guide to Design of Reclamation
Port Works Design Manual: Part 4 - Guide to Design of Seawalls and Breakwaters
Port Works Design Manual: Part 5 - Guide to Design of Beaches
Note:
Each Volume/chapter is single file.
First part is a .doc file type.
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:
Posted by: carolinandra - 09-13-2012, 11:09 AM - Forum: Archive
- No Replies
Hello
I'm looking for this paper or document SAC-BD-00-23 Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects. Chad S. Gilton1 and Chia-Ming Uang. if someone could share it would be greatly appreciated.
Size: 4.4 MB | Format:PDF | Quality:Original preprint | Publisher: Headquarters, Department of Army Washington, DC | Year: 1983 | pages: 95
A Technical Manual on Foundations in Expansive soils by Headquarters, Department of Army Washington, DC
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:
Hi all
please share this article:
" Seismic response evaluation of the RC elevated water tank with fluid-structure interaction and earthquake ensemble "
KSCE Journal of Civil Engineering
March 2012, Volume 16, Issue 3, pp 366-376
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:
DRILLED SHAFT FOUNDATIONS FOR THE kcICON MISSOURI RIVER BRIDGE
Author: Paul J. Axtell, W. Robert Thompson & Dan A. Brown | Size: 1.5 MB | Format:PDF | Quality:Original preprint | pages: 10
The design-build delivery system is being used to erect the landmark Christopher Bond Bridge as part of the kcICON project. The cablestayed bridge is currently under construction and will span the Missouri River on I-29/35 in Kansas City, Missouri. The design-build process for the foundation work on this project has been successfully implemented as a result of cooperative efforts between the foundation designers and the constructors to develop a constructible design.
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:
-STEEL DESIGN SPECIFICATIONS
-COMPRESSION ELEMENTS – LOCAL BUCKLING
-MEMBERS IN BENDING
-MEMBERS IN COMPRESSION
-COMBINED BENDING AND COMPRESSION
-MEMBER BRACING
-CONNECTIONS
-AISI S100 Section D4
-Standard for Seismic Design of Cold-Formed Steel Structural Systems–Special Bolted Moment Frames
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:
Moderators Note:
Leaf Cover is in Spanish, but the content of the presentation is in English.
__________________________________________________________________________________________________________