CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association Portal

Welcome, Guest
You have to register before you can post on our site.

Username
  

Password
  





Search Forums

(Advanced Search)

Forum Statistics
» Members: 131,871
» Latest member: ahmaed94
» Forum threads: 31,858
» Forum posts: 105,528

Full Statistics

Latest Threads
LISP to draw steel shapes
Forum: Autocad Structural Details
Last Post: Dell_Brett
08-31-2025, 12:44 PM
» Replies: 6
» Views: 18,018
CS TR?: Assessment, Desig...
Forum: Concrete
Last Post: concreteok
08-27-2025, 03:39 AM
» Replies: 6
» Views: 5,533
All Type Beam to Column C...
Forum: Own-Copyrighted Material
Last Post: juice
08-25-2025, 01:54 AM
» Replies: 12
» Views: 38,088
TIA 222-H
Forum: Codes, Manual & Handbook
Last Post: civilfafa
08-23-2025, 06:47 AM
» Replies: 2
» Views: 3,123
[REQUEST] HSS Design Manu...
Forum: Books and Codes Request
Last Post: civilfafa
08-21-2025, 08:46 AM
» Replies: 1
» Views: 2,465
Convert SAP2000 to ETABS ...
Forum: Csi Products
Last Post: mowafi3m
08-18-2025, 05:11 PM
» Replies: 2
» Views: 9,752
AutoRebar for Autodesk Au...
Forum: Autodesk Products
Last Post: poolmand
08-18-2025, 09:58 AM
» Replies: 1
» Views: 4,136
ANSI/AISC N690: Specifica...
Forum: AISC
Last Post: poolmand
08-18-2025, 07:07 AM
» Replies: 5
» Views: 5,095
AISC 207: Standard for Ce...
Forum: AISC
Last Post: poolmand
08-18-2025, 07:02 AM
» Replies: 1
» Views: 2,714
AISC - Steel Design Guide...
Forum: AISC
Last Post: poolmand
08-18-2025, 06:17 AM
» Replies: 74
» Views: 59,416

 
  Handbook of Concrete Engineering - Mark Fintel
Posted by: toa011 - 10-23-2010, 11:47 PM - Forum: Concrete - Replies (6)

Handbook of Concrete Engineering

[Image: info.png]
Handbook of Concrete Engineering
# Hardcover: 892 pages
# Publisher: Springer; 1 edition (Mar 31 1985)
# Language: English
# ISBN-10: 0442226233
# ISBN-13: 978-0442226237



[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

[Image: password.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  Landslides - Disaster Risk Reduction Kyoji Sassa, Paolo Canuti
Posted by: cargadory2k - 10-23-2010, 11:20 PM - Forum: Soil Investigation and Mechanics - Replies (6)

Landslides - Disaster Risk Reduction Kyoji Sassa, Paolo Canuti

[Image: 08848528471687467899.jpg]

[Image: info.png]
Landslides - Disaster Risk Reduction

Kyoji Sassa, Paolo Canuti
Springer 2008-12-08
ISBN: 354069966X
650 pages PDF 41,8 MB

The material consists of four parts: The Open Forum "Progress of IPL Activities; Four Thematic Lectures in the Plenary Symposium "Global Landslide Risk Reduction"; Six Keynote Lectures in the Plenary session; and the aims and overviews of eighteen parallel sessions (dealing with various aspects necessary for landslide disaster risk reduction such as: observations from space; climate change and slope instability; landslides threatening heritage sites; the economic and social impact of landslides; monitoring, prediction and early warning; and risk-management strategies in urban area, etc.)

Thus it enables the reader to benefit from a wide range of research intended to reduce risk due to landslide disasters as presented in the first global multi-disciplinary meeting.




[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  Earthquake Spectra by EERI
Posted by: melkat - 10-23-2010, 10:13 PM - Forum: Journals, Papers and Presentations - Replies (98)

Earthquake Spectra November 2009, Volume 25, issue 4, pp 733-966

[Image: info.png]
MANUCRIPTS

Seismic hazard Epistemic Uncertainty in the San Francisco Bay Area and Its Role in Performance Based Assessment
Brendon A. Bradley


Estimation of Lifeline Resilience Factors Based on Surveys of Japanese Industries
Yoshio Kajitani, Hirokazu Tatano

Geoengineering and Seismological Aspects of the Niigita-Ken Chuetsu-Oki Earthquake of 16 July 2007
Robert Kayen et al

Response Modification Factors for RC Case-Study Buildings with Structural Walls
Taewan Kim et al

Modal Parameters for the Analysis of Inelastic Asymmetric-Plan Structures
Jui-Liang Lin et al

Systematic Seismic Design for manageable Loss in Wood-Framed Buildings
Shiling Pei et al

Updated Seismic Design Guidelines for Model Building Code of Mexico
Arturo Tena-Colunga et al

Nonlinear Seismic Torsional Pounding between an Asymmetric Tower and a barrier
X.X. Wei et al


EARTHQUAKE ENGINEERING IN PRACTICE

ASCE-41 and FEMA-351 Evaluation of E-Defence Collapse test
Bruce F. Maison et al




IN MEMORIAM

Thomas Paulay 1923-2009




[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  TR 3 Alkali Silica Reaction
Posted by: datagap - 10-23-2010, 06:51 PM - Forum: Concrete - Replies (1)

Technical Report 3 Alcali Silica Reaction by Cement&Concrete Association of New Zealand (Second Edition)

[Image: 13312010071681587604.jpg]

[Image: info.png]
Technical Report 3 Alcali Silica Reaction. Minimising the Risk of Damage to Concrete Guidance Notes and Recommended Practice (Second Edition)
By: Cement & Concrete Association of New Zealand
ISSN: 1171-4204
ISBN: 0908956185
Pages: 90

Contents:
1. Introduction
2. Recommended Practice for Minimising the Risk of ASR
3. ASR in New Zealand
4. Alkali-Aggregate Reactions
5. Principles of Minimising the Risk of ASR
6. Assessment of Aggregates
7. Estimation of Alkali Contributed by Concrete Constitutents
Apendix A: Glossary
Apendix B: Chemistry of the Alkali Silica Reaction
Apendix C: Sample Calculations
Apendix D: Results of Testing Aggregates Using ASTM C289



[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  Aircraft paint shop designer
Posted by: josif1976 - 10-23-2010, 05:36 PM - Forum: Free Discussion - No Replies

Have any member listen for a technical office-company which has design an aircraft paint shop hangar?????
Looking forward for more information.

Thanx in advance.

Print this item

  EN 10083:2006 Standard Series - Steels for quenching and tempering
Posted by: ir_71 - 10-23-2010, 02:27 PM - Forum: EN - No Replies

EN 10083:2006 Standard Series Steels for quenching and tempering

[Image: info.png]
EN 10083-1:2006 Steels for quenching and tempering - Part 1: General technical delivery conditions
This part of EN 10083 specifies the general technical delivery requirements for
semi-finished products, hot formed, e.g. blooms, billets, slabs (see NOTES 2 and 3),
bars (see NOTE 2),
rod,
wide flats,
hot-rolled strip and sheet/plate,
forgings (see NOTE 2)
manufactured from the direct hardening non alloy steels for quenching and tempering (see EN 10083-2), the direct hardening alloy steels for quenching and tempering (see EN 10083-3), the non alloy flame and induction hardening steels (see EN 10083-2) and the alloy flame and induction hardening steels (see EN 10083-3), and supplied in one of the heat treatment conditions given for the different types of products in the relevant tables of EN 10083-2 and EN 10083-3 and in one of the surface conditions given in the relevant tables of EN 10083-2 and EN 10083-3.
The steels are generally intended for the manufacture of quenched and tempered, flame or induction hardened machine parts, but can also be used in the normalized condition (see EN 10083-2).
Where applicable, the requirements for mechanical properties given in EN 10083-2 and EN 10083-3 are restricted to the relevant tables in these documents.
NOTE 1 European Standards on similar grades are listed in Annex C.
NOTE 2 Hammer forged semi-finished products (blooms, billets, slabs etc.), seamless rolled rings and hammer forged bars are in the following covered under semi-finished products or bars and not under the term "forgings".
NOTE 3 Special agreements should be made when ordering un-worked continuously cast semi-finished products.
NOTE 4 In accordance with EN 10020, the steels covered by EN 10083-2:2006 are quality and special steels, the steels covered by EN 10083-3:2006 are special steels. The differences between quality and special steels are characterized by the following requirements, which are valid for special steels only:
the minimum impact values in the quenched and tempered condition (for non alloy special steels in the case of...

EN 10083-2:2006 Steels for quenching and tempering - Part 2: Technical delivery conditions for non alloy steels
This part of EN 10083, in addition to Part 1, specifies the technical delivery requirements for:
semi-finished products, hot formed, e.g. blooms, billets, slabs (see NOTES 2 and 3 in EN 10083-1:2006, Clause 1),
bars (see NOTE 2 in EN 10083-1:2006, Clause 1),
rod,
wide flats,
hot-rolled strip and sheet/plate,
forgings (see NOTE 2 in EN 10083-1:2006, Clause 1),
manufactured from the direct hardening non alloy steels for quenching and tempering and the non alloy flame and induction hardening steels and supplied in one of the heat treatment conditions given for the different types of products in Table 1, lines 2 to 7, and in one of the surface conditions given in Table 2.
The steels are generally intended for the manufacture of quenched and tempered, flame or induction hardened machine parts, but can also be used in the normalized condition.
The requirements for mechanical properties given in this document are restricted to the sizes given in Table 9 and Table 10.
NOTE This document does not apply for bright steel products. For bright steel products EN 10277-1 and EN 10277-5 apply.
In special cases, variations in these technical delivery requirements or additions to them may be agreed at the time of enquiry and order (see Annex A).

EN 10083-3:2006 Steels for quenching and tempering - Part 3: Technical delivery conditions for alloy steels
This part of EN 10083, in addition to Part 1, specifies the technical delivery requirements for:
semi-finished products, hot formed, e.g. blooms, billets, slabs (see NOTES 2 and 3 in EN 10083-1:2006, Clause 1),
bars (see NOTE 2 in EN 10083-1:2006, Clause 1),
rod,
wide flats,
hot-rolled strip and sheet/plate,
forgings (see NOTE 2 in EN 10083-1:2006, Clause 1),
manufactured from the direct hardening alloy steels for quenching and tempering and the alloy flame and induction hardening steels and supplied in one of the heat treatment conditions given for the different types of products in Table 1, lines 2 to 6, and in one of the surface conditions given in Table 2.
The steels are generally intended for the fabrication of quenched and tempered or induction hardened machine parts.
The requirements for mechanical properties given in this document are restricted to the sizes given in Table 8.
NOTE This document does not apply for bright steel products. For bright steel products EN 10277-1 and EN 10277-5 apply.
In special cases, variations in these technical delivery requirements or additions to them may be agreed at the time of enquiry and order (see Annex A).




[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

[Image: password.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  EN 10084 Case hardening steels - Technical delivery conditions
Posted by: ir_71 - 10-23-2010, 02:18 PM - Forum: EN - No Replies

EN 10084 Case hardening steels - Technical delivery conditions

[Image: info.png]
1.1 This European Standard gives the technical delivery requirements for:
- semi-finished products, hot formed, for example blooms, billets, slabs (see NOTE 2 and NOTE 3),
- bars (see NOTE 2),
- rod,
- wide flats, quarto plates,
- hot-rolled sheet/plate and strip,
- hammer and drop forgings (see NOTE 2),
manufactured from the case hardening non alloyed or alloyed steels (see NOTE 4) listed in Table 3 and sup-plied in one of the heat treatment conditions given for the different types of products in Table 1, lines 2 to 7 and in one of the surface conditions given in Table 2.
The steels are in general intended for the fabrication of case-hardened (see Clause 3) machine parts.
NOTE 1 European Standards relating to steels complying with the requirements for the chemical composition in Ta-ble 3 but which are supplied in other product forms or treatment conditions than given above or are intended for special applications, and European Standards for similar steel grades are listed in the Bibliography.
NOTE 2 Hammer-forged semi-finished products (blooms, billets, slabs, etc.), seamless rolled rings and hammer-forged bars are included under semi-finished products or bars and not under the term "hammer and drop forgings".
NOTE 3 Special agreements shall be made when ordering non-deformed continuously cast semi-finished products.
NOTE 4 In accordance with EN 10020, the steels covered by this European Standard are special steels.
1.2 In special cases variations in these technical delivery requirements or additions to them may form the subject of an agreement at the time of enquiry and order (see Annex A).
1.3 In addition to the specifications of this European Standard, the general technical delivery requirements of EN 10021 are applicable, unless otherwise specified.



[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

[Image: password.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  Pavement Design and Evaluation - The Required Mathematics and its Applications
Posted by: cace-01 - 10-23-2010, 12:56 PM - Forum: Traffic Engineering - No Replies

Pavement Design and Evaluation - The Required Mathematics and its Applications

[Image: 33617520312254190371.jpg]

[Image: info.png]
Pavement Design and Evaluation - The Required Mathematics and its Applications

F. Van Cauwelaert

Editor : Marc Stet

Federation of the Belgian Cement Industry
Dec 2003
Pages 299


Moderator Note:
Very high Mathematical level



[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  Nondestructive Pavement Evaluation Using Finite Element Analysis Based Soft Computin
Posted by: cace-01 - 10-23-2010, 12:47 PM - Forum: Traffic Engineering - No Replies

Nondestructive Pavement Evaluation Using Finite Element Analysis Based Soft Computing Models

[Image: 28038323932583010332.jpg]

[Image: info.png]
USDOT Region V Regional University Transportation Center Final Report (NEXTRANS Project No 010IY01 )

By
Erol Tutumluer, Principal Investigator
Professor of Civil Engineering
Department of Civil and Environmental Engineering
University of Illinois, Urbana-Champaign
[email protected]

and

Onur Pekcan
Graduate Research Assistant
Department of Civil and Environmental Engineering
University of Illinois, Urbana-Champaign
[email protected]

and

Jamshid Ghaboussi
Professor Emeritus of Civil Engineering
Department of Civil and Environmental Engineering
University of Illinois, Urbana-Champaign
[email protected]



[Image: Download.png]

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:

http://forum.civilea.com/thread-27464.html
***************************************

Print this item

  Philippine Flag
Posted by: ranger - 10-23-2010, 12:37 PM - Forum: FAQs, Q&A, comments - Replies (3)

Dear Admin,
I,m a Filipino user, my question is that why there is no Philippine Flag icon in my profile is it possible to put a Philippine flag? What shall i do?

Print this item

Pages (2104): « Previous 1 … 1518 1519 1520 1521 1522 1523 1524 1525 1526 1527 1528 … 2104 Next »

Designed by CivilEA - Powered by MyBB