***************************************
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:
SCI PUBLICATION P356 & SCI PUBLICATION P357
@2010 The Steel Construction Institute
"Composite highway bridge design In accordance with Eurocodes and the UK National Annexes"
"Composite highway bridge design: Worked Examples In accordance with Eurocodes and the UK National Annexes"
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:
Bength Fellenius one of famous researcher in loading test of pile foundation
i compile all of paper of bength fellenius, and also book are written by him.
hope you enjoy it.
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:
PUSHOVER ANALYSIS : Why , How, When, and When Not to Use It
The static pushover analysis is becomea popular method of predicting seismic force and deformation demands for the purpose of performance evaluation of existing and new structures. If applied thoughtfully and with good judgment, it will provide much useful information that cannot be obtained from elastic static or dynamic analysis procedures. However, the method is based on many assumntions that may provide misleading results in some case. thus, the pushover need to be viewed as an engineering tool with much potential, but with pitfalls that have to be recognized in order to avoid gross misinterpretations. This paper points out some of these pitfals, but its main focus is a general discussion on the pushover's advantages (why to use it ), background and implementation (how to use it), and applications(when to use it).
By : Helmut Krawinkler (Stanford University)
Page : 21 Pages
Type : pdf file
Link
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:
Can anyone share his knowledge in modelling of the infill wall for pushover analysis using sap2000?
if you can share any simple model file, it will be appreciated.
Theory and Practice of Foundation Design (364-427)
Authors: N.N SOM and S.C DAS
Publisher: Prentice Hall of indian Private Limited
Published Date: June 2006
ISBN: 8120321901
Number of Page: 427
Product Description
This textbook , intended for use by undergraduate and postgraduate sutdents of civil engineering, presents a clear and concise introduction to the principles and practices of foundation designs
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:
Pile Foundation Design Example - US Units - Design Step 9
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:
I have a problem with the beam column capacity ratio at ETABS v.9.7.1.
When I used the ACI 318-05 to design the concrete frame, I can not to display the beam column capacity ratio. the result is N/A (not applicable) at the beam column capacity ratio out put.
But when I used the ACI 318-99 to design the concrete frame, I have no problem and I can to display the result of beam column capacity ratio.
Is there someone who can help me to solve this problem?
EN 474-5:1996 (it can be BS, DIN, UNE, NF...)
Title: Earth-moving machinery. Safety. Requirements for hydraulic excavators
Abstract: Specifies requirements additional to and/or exceptions from EN 474-1:1995 for the base machine, attachments and derivated machinery, except bucket wheel excavators. Certain compact and walking excavators are included.
Publication: Date 15 November 1996
Replaced By BS EN 474-5:2006+A1:2009
ICS 53.100 (Earth-moving machinery)
ISBN 0 580 26448 3
Pages 26
I need the 1996 version. I already have the 2006 version (without A1 amendment). If someone need the 2006 version, please let me know that I share it.
![[Image: info.png]](https://forum.civilea.com/postgen/info.png)
![[Image: 06385818187804408293.jpg]](https://pic.civilea.com/images/06385818187804408293.jpg)
![[Image: Download.png]](https://forum.civilea.com/postgen/Download.png)
![[Image: password.png]](https://forum.civilea.com/postgen/password.png)
![[Image: 36407517817101908872.jpg]](https://pic.civilea.com/images/36407517817101908872.jpg)
![[Image: 61192983433635282254.jpg]](https://pic.civilea.com/images/61192983433635282254.jpg)
![[Image: 98980648115465415026.jpg]](https://pic.civilea.com/images/98980648115465415026.jpg)
