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: 131,803
» Latest member: fmanjarres
» Forum threads: 31,852
» Forum posts: 105,492

Full Statistics

Latest Threads
Bentley Microstran V9
Forum: Bentley Products
Last Post: j4fz
06-29-2025, 05:51 AM
» Replies: 4
» Views: 8,268
Autodesk Advance steel 20...
Forum: Autodesk Products
Last Post: rami1976
06-04-2025, 09:45 PM
» Replies: 0
» Views: 701
Autocad 2026
Forum: Autodesk Products
Last Post: pezhmankhan
05-27-2025, 10:32 PM
» Replies: 1
» Views: 933
Autodesk Robot 2026
Forum: Autodesk Products
Last Post: rami1976
05-27-2025, 09:10 PM
» Replies: 0
» Views: 535
Lavteam site is down?
Forum: Free Discussion
Last Post: jorgeramos
05-17-2025, 01:47 PM
» Replies: 8
» Views: 2,391
Earthquake-Resistant Desi...
Forum: Structural Dynamics and Earthquake Engineering
Last Post: lisine
05-13-2025, 01:35 PM
» Replies: 7
» Views: 3,133
Comprehensive Design of S...
Forum: Books and Codes Request
Last Post: civilfafa
04-27-2025, 09:47 AM
» Replies: 2
» Views: 1,821
AASHTO FRPS-2 Guide Speci...
Forum: Books and Codes Request
Last Post: civilfafa
04-27-2025, 09:46 AM
» Replies: 0
» Views: 566
ACI 318: Building Code R...
Forum: ACI
Last Post: poolmand
04-19-2025, 01:02 PM
» Replies: 78
» Views: 20,684
ACI/PCI 319: Structural P...
Forum: ACI
Last Post: poolmand
04-19-2025, 12:57 PM
» Replies: 0
» Views: 726

 
  FEMA 451: Structural Analysis for Performance-Based Earthquake Engineering
Posted by: Veggeta - 03-31-2011, 10:36 PM - Forum: Structural Dynamics and Earthquake Engineering - Replies (1)

Structural Analysis for Performance-Based Earthquake Engineering
[Image: info.png]
FEMA 451B Topic 15-5a Notes
85 Pages
Instructional Material Complementing FEMA 451, Design Examples Methods of Analysis 15-5a - 1

This topic addresses structural analysis requirements in performance-based
earthquake engineering. Such analysis must typically include a variety of
nonlinear effects, both material and geometric. This topic provides an
overview of nonlinear analysis methodologies.
[Image: screen.png]
[Image: 50269028420637075847.jpg]


[Image: 55691512661759245355.jpg]

[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

  Geotechnical Planning of Piled Foundations for Offshore Platforms: Article from ICE
Posted by: s0p9015 - 03-31-2011, 08:52 PM - Forum: Archive - Replies (2)

Dear All,
I am doing a pile drivability analysis and loking in the literature and found one article that may be relevant for this work. If any of you do have the reference, please kindly share it with us. thumbup
The paper is as follows:
Journal: Proceedings Institution of Civil Engineers (ICE)
Title: GEOTECHNICAL PLANNINGOF PILED FOUNDATIONS FOR OFFSHORE PLATFORMS
Author: FE TOOLAN; DA FOX;
Volume 62, Issue 2, pages 221 –244 May 1977, Paper No. 7996
E-ISSN: 1753-7789

Many Thanks.

Print this item

  Buckling-restrained braces for seismic upgrading
Posted by: Apache - 03-31-2011, 08:01 PM - Forum: Journals, Papers and Presentations - No Replies

Buckling-restrained braces for seismic upgrading

[Image: 94649938882128170602.jpg]

[Image: info.png]
Buckling-Restrained Braces (BRBs) are a relatively recent development in the field of seismic resistant steel
structures. BRBs can be considered a structural system much more efficient than classic concentric braces (CCBs) to resist earthquakes because they exhibit an almost symmetric load-deformation behaviour and larger energy absorption capacity. Results of an experimental campaign consisting of full scale tests on two reinforced concrete (RC) buildings equipped with BRBs are presented and discussed. The experimental activity led to develop a novel “all-steel” BRB, which has been specifically designed for seismic upgrading of RC buildings, without interference with their functions and aesthetics. Indeed, the main characteristic of the novel braces is the possibility to hide them within the space between the two panels of masonry infill walls commonly used for claddings of RC buildings.




[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

  Strengthening of Masonry Arches with Fiber-Reinforced Polymer Strips
Posted by: Apache - 03-31-2011, 07:24 PM - Forum: Journals, Papers and Presentations - No Replies

Strengthening of Masonry Arches with Fiber-Reinforced Polymer Strips

[Image: 68708012529111781944.jpg]

[Image: info.png]
This paper deals with masonry arches and vaults strengthened with surface fiber-reinforced polymer (FRP) reinforcement in the form of strips bonded at the extrados and/or intrados, considering strip arrangements that prevent hinged mode failure, so the possible failure modes are: (1) crushing, (2) sliding, (3) debonding, and (4) FRP rupture. Mathematical models are presented for predicting the ultimate load associated with each of such failure modes. This study has shown that the reinforced arch is particularly susceptible to failure by crushing, as a result of an ultimate compressive force being collected by a small fraction of the cross section. Failure by debonding at the intrados may also be an issue, especially in the case of weak masonry blocks or multiring brickwork arches. Failure by sliding has to be considered if the reinforcement is at the extrados and loading is considerably nonsymmetric.



[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

  Steel and Concrete Composite Structures - Reliability and Statistical Data Articles
Posted by: Grunf - 03-31-2011, 07:17 PM - Forum: Archive - Replies (1)

Dear members,


Can anyone provide download links for those articles from below:


1.
Galambos TV, Ravindra MK.
Properties of steel for use in LRFD
Journal of the Structural Division ASCE 1978;104(9):1459-68
can be found (read: bought) here:

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
***************************************


2.
Mirza SA, MacGregor JG, Hatzinikolas M.
Statistical descriptions of strength of concrete
Journal of the Structural Division ASCE 1979;105(6):1021-37
can be found (read: bought) here:
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
***************************************

3.
Crisinel, M.
Partial-interaction analysis of composite beams with profiled sheeting and non-welded shear connectors
Journal of Construction Steel Research, Vol. 15,1990, pp-65-98
can be found (read: bought) here:
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
***************************************


4.
Grant, J. A., Fisher, J. W. and Slutter, R. G.
Composite beams with formed steel deck
Engineering Journal of American Institute of Steel Construction, First Quarter, 1977, pp. 24-43
can be found (read: bought) here:
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
***************************************


5.
Kersken- Bradley, M., Maier, W. and Vrouwenvelder, A.
Estimation of structural properties by testing for use in limit state design
Working document of Joint Committee on Structural safety, November 1990.
IABSE-publications, 1989-1990
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
***************************************


6.
Barnard, R. P.
A series of tests on simply supported composite beams
Journal of American Concrete Institute, V61.62, April 1965, pp-443 - 455.
can be found (read: bought) here:
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
***************************************




Many thanks in advance

Grunf

Print this item

  An equivalent frame model for seismic analysis of masonry and reinforced concrete bui
Posted by: Veggeta - 03-31-2011, 05:51 PM - Forum: Journals, Papers and Presentations - No Replies

An equivalent frame model for seismic analysis of masonry and reinforced concrete buildings
[Image: info.png]
Interesting paper....
Y. Belmouden , P. Lestuzzi
December 2007
Rar File 0.80 MB
14 Pabes

Abstract
In this paper a novel equivalent planar-frame model with openings is presented. The model deals with seismic analysis using the Pushover method for masonry and reinforced concrete buildings. Each wall with opening can be decomposed into parallel structural walls made of an assemblage of piers and a portion of spandrels. As formulated, the structural model undergoes inelastic flexural as well as inelastic shear deformations. The mathematical model is based on the smeared cracks and distributed plasticity approach. Both zero moment location shifting in piers and spandrels can be evaluated. The constitutive laws are modeled as bilinear curves in flexure and in shear. A biaxial interaction rule for both axial force–bending moment and axial force–shear force are considered. The model can support any shape of failure criteria. An event-to-event strategy is used to solve the nonlinear problem. Two applications are used to show the
ability of the model to study both reinforced concrete and unreinforced masonry structures. Relevant findings are compared to analytical results from experimental, simplified models and finite element models such as Drain3DX and ETABS finite element package.

[Image: screen.png]
[Image: 67243038861313679170.jpg]

[Image: 10206360813587663377.jpg]
[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

  control panel disappeared ?
Posted by: rigid_joint - 03-31-2011, 05:31 PM - Forum: FAQs, Q&A, comments - Replies (1)

i can't find it. it used to be upper left next to buddy list

Print this item

  Structural engineering design in practice
Posted by: ruwan75 - 03-31-2011, 12:54 PM - Forum: Archive - Replies (2)

Anybody have this book??

"Structural engineering design in practice"


Author : Roger Westbrook & D. Walker

Publisher

Longman

ISBN

9780582236301

Thanks.

Print this item

  The Stability Of Elastic Equilibrium by W.T. Koiter
Posted by: lisine - 03-31-2011, 12:46 PM - Forum: Analysis & Design - Replies (1)

The Stability Of Elastic Equilibrium

Author: Warner Tjardus Koiter | Size: 9.32 MB | Format: PDF | Year: 1945 | pages: 322


[Image: info.png]

The Stability Of Elastic Equilibrium
by Warner Tjardus Koiter
This is translation of W.T.Koiter's dissertation for a degree of doctor in the technical sciences at the Techische Hooge School at Delft

Abstract:
A general theory of elastic stability is presented. In contrast to previous works in the field, the present analysis is augmented by an investigation of the behavior of the buckled structure in the immediate neighborhood of the bifurcation point. This investigation explains why some structures, e,g., a flat plate supported along its edges and subjected to thrust in its plane, are capable of carrying loads considerably above the buckling load, while other structures, e.g., an axially loaded cylindrical shell, collapse at loads far below the theoretical critical load.




[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
***************************************

Made By CivilEA Post-Generator ver 2.0

Print this item

  SCI P264: Wind-moment Design of Unbraced Composite Frames
Posted by: ir_71 - 03-31-2011, 12:32 PM - Forum: Steel - Replies (2)


SCI P 264 Wind-moment Design of Unbraced Composite Frames

Author: J S HENSMAN, A G J WAY | Size: 0.9 MB | Format: PDF | Publisher: SCI | Year: 2000 | pages: 86 | ISBN: 1859421148

[Image: 22142867490487316539.jpg]


[Image: info.png]

This publication presents procedures for the design of wind-moment composite frames in accordance with BS 5950-1 and BS 59550-3. In this method of design, the frame is made statically determinate by treating the connections as pinned under vertical loads and fixed under horizontal loads (with certain assumed points of zero moment). The publication gives design procedures for frames (with composite beams, slabs and connections) that are braced in the minor axis direction. The limitations of the method are explained. In particular, it should be noted that the method is only recommended for low-rise frames up to four storeys high. In addition to design procedures for the ultimate and serviceability limit states, fully worked design example is presented. The publication also reproduces the resistance tables for standard wind-moment composite connections taken from SCI/BCSA publication Joints in steel construction: Composite connections. These connections use steel reinforcement, flush end plates and grade 8.8 M20 or M24 bolts, and achieve sufficient rotation capacity by ensuring that the moment resistance is not governed by local concrete crushing or bolt or weld failure.

[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
***************************************


Made By CivilEA Post-Generator ver 2.0

Print this item

Pages (2104): « Previous 1 … 1282 1283 1284 1285 1286 1287 1288 1289 1290 1291 1292 … 2104 Next »

Designed by CivilEA - Powered by MyBB