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: 31,865
» Forum posts: 105,550

Full Statistics

Latest Threads
SAP2000 v26
Forum: SAP2000
Last Post: mowafi3m
11 hours ago
» Replies: 4
» Views: 3,767
CSI ETAB 22
Forum: ETABS
Last Post: mowafi3m
10-15-2025, 11:20 AM
» Replies: 14
» Views: 11,330
The 2024 National Design ...
Forum: Codes, Manual & Handbook
Last Post: juanpa6
10-02-2025, 10:35 PM
» Replies: 0
» Views: 147
Forum Strength
Forum: Suggestion & Complains
Last Post: Dell_Brett
09-28-2025, 02:58 PM
» Replies: 1
» Views: 967
ACI/PCI 319: Structural P...
Forum: ACI
Last Post: poolmand
09-16-2025, 11:03 AM
» Replies: 2
» Views: 6,121
LISP to draw steel shapes
Forum: Autocad Structural Details
Last Post: Dell_Brett
08-31-2025, 12:44 PM
» Replies: 6
» Views: 24,046
CS TR?: Assessment, Desig...
Forum: Concrete
Last Post: concreteok
08-27-2025, 03:39 AM
» Replies: 6
» Views: 11,546
All Type Beam to Column C...
Forum: Own-Copyrighted Material
Last Post: juice
08-25-2025, 01:54 AM
» Replies: 12
» Views: 44,241
TIA 222-H
Forum: Codes, Manual & Handbook
Last Post: civilfafa
08-23-2025, 06:47 AM
» Replies: 2
» Views: 8,048
[REQUEST] HSS Design Manu...
Forum: Books and Codes Request
Last Post: civilfafa
08-21-2025, 08:46 AM
» Replies: 1
» Views: 6,982

 
  Plate Structures (Solid Mechanics and Its Applications)
Posted by: ir_71 - 07-13-2011, 05:18 PM - Forum: Mechanics & Material Technology (Elasticity, Plasticity and Nonlinearity) - Replies (1)

Plate Structures (Solid Mechanics and Its Applications)

Author: Birman, Victor | Size: 2.5 MB | Format: PDF | Publisher: Springer | Year: 2011 | pages: 346 | ISBN: 9789400717145

[Image: 76593114061039730195.jpg]


[Image: info.png]

Plate structures are used in almost every area of engineering, including aerospace and naval architecture, civil engineering, and electronics. These structures have diverse geometries and have to withstand a wide range of loading conditions. This book provides the theoretical foundations of the theories of plates manufactured from various materials, outlines and illustrates the methods used for the analysis of these structures, and emphasizes designs and solution techniques available to an engineer. The book is written for engineers working in industry, graduate students at aerospace, mechanical, civil engineering and naval architecture departments, and investigators interested in the development of the theory of plates and related subjects. While the mathematical modeling employed in the book is understandable to both engineers and graduate students, the book also provides insight into relevant phenomena and theories underlying plate structures. Thus, the reader is equipped with a thorough understanding of the problems and appropriate assumptions, even if the analysis is conducted using commercially available software codes. In addition, the book includes numerous analytical solutions that can confidently be used in the design of plate structures. The combination of theoretical insight and references to practical problems makes the book equally attractive to academia and industry.

Content Level » Research

Keywords » analysis - design - mechanics - plates - structures

Related subjects » Mechanical Engineering - Mechanics
[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 2.1

Print this item

  COMPARISON OF NONLINEAR STATIC AND NONLINEAR DYNAMIC ANALYSES IN THE ESTIMATION OF TH
Posted by: cve_jule - 07-13-2011, 12:53 PM - Forum: Journals, Papers and Presentations - No Replies


COMPARISON OF NONLINEAR STATIC AND NONLINEAR DYNAMIC ANALYSES IN THE ESTIMATION OF THE MAXIMUM DISPLACEMENT FOR STRUCTURES EQUIPPED WITH VARIOUS DAMPING DEVICES

Author: Payam Tehrani and Shahrokh Maalek | Size: 1.47 MB | Format: PDF | Publisher: 4th International Conference on Earthquake Engineering | Year: 2006 | pages: 10

[Image: 76656560139987459689.jpg]


[Image: info.png]

4th International Conference on Earthquake Engineering
Taipei, Taiwan
October 12-13, 2006
Paper No. 129

ABSTRACT
In this study, the nonlinear static (pushover) and nonlinear dynamic procedures in the determination
of maximum displacements of an existing steel structure retrofitted with different methods have been
compared. These methods include the use of the EBF systems; RC Shear Walls and the use of
Passive energy dissipators such as metallic, viscous, viscoelastic and friction dampers. In nonlinear
dynamic procedure, the response of the structure to seven scaled earthquake records has been
obtained and the average value of the responses is used for comparison. At the same time in nonlinear
static procedure, the maximum displacements of the structure in two different load distribution
patterns have been obtained. The results demonstrate that the nonlinear static procedure determines
the maximum displacement of the structure conservatively.

[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 2.1

Print this item

  Development of seismic fragility surfaces for reinforced concrete buildings by means
Posted by: cve_jule - 07-13-2011, 12:49 PM - Forum: Journals, Papers and Presentations - No Replies

Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time-history analysis

Author: D. M. Seyedi, P. Gehl, J. Douglas, L. Davenne, N. Mezher and S. Ghavamian | Size: 494 KB | Format: PDF | Publisher: EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS | Year: 2009 | pages: 18

[Image: 28539644527947299525.jpg]


[Image: info.png]

EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS
Earthquake Engng Struct. Dyn. 2010; 39:91–108
Published online 3 August 2009 in Wiley InterScience. DOI: 10.1002/eqe.939

SUMMARY
Fragility curves are generally developed using a single parameter to relate the level of shaking to the
expected structural damage. The main goal of this work is to use several parameters to characterize the
earthquake ground motion. The fragility curves will, therefore, become surfaces when the ground motion
is represented by two parameters. To this end, the roles of various strong-motion parameters on the induced
damage in the structure are compared through nonlinear time-history numerical calculations. A robust
structural model that can be used to perform numerous nonlinear dynamic calculations, with an acceptable
cost, is adopted. The developed model is based on the use of structural elements with concentrated
nonlinear damage mechanics and plasticity-type behavior. The relations between numerous ground-motion
parameters, characterizing different aspects of the shaking, and the computed damage are analyzed and
discussed. Natural and synthetic accelerograms were chosen/computed based on a consideration of the
magnitude-distance ranges of design earthquakes. A complete methodology for building fragility surfaces
based on the damage calculation through nonlinear numerical analysis of multi-degree-of-freedom systems
is proposed. The fragility surfaces are built to represent the probability that a given damage level is reached
(or exceeded) for any given level of ground motion characterized by the two chosen parameters. The
results show that an increase from one to two ground-motion parameters leads to a significant reduction
in the scatter in the fragility analysis and allows the uncertainties related to the effect of the second
ground-motion parameter to be accounted for within risk assessments.

[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 2.1

Print this item

  Construction and Demolition Waste Management
Posted by: parwez007 - 07-13-2011, 09:17 AM - Forum: Archive - No Replies

Dear CivilEA members

I am looking for papers regarding construction and demolition waste management strategies in view for policy-making in my own country, Mauritius. Does anyone have any info about the above mentioned subject as this will help me in my dissertation.

Regards
Parwez

Print this item

  RECOMMENDED GUIDELINES FOR LIQUEFACTION EVALUATIONS USING GROUND MOTIONS FROM PROBA
Posted by: jacs127 - 07-13-2011, 04:29 AM - Forum: Structural Dynamics and Earthquake Engineering - No Replies

RECOMMENDED GUIDELINES FOR LIQUEFACTION EVALUATIONS
USING GROUND MOTIONS FROM
PROBABILISTIC SEISMIC HAZARD ANALYSES

[Image: 44831910868687125783.jpg]

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

  how to do primavera maintain work and resource calender etc..
Posted by: chgvkraju - 07-13-2011, 02:19 AM - Forum: Free Discussion - No Replies

dear all

please clarify me below doubts on primavera..

1) Maintain grants to work and resources for users of the Planview system.
2) Maintain work and resource calendars.
3) Maintain Planview Business Model Structures.
4) Maintain Investment models and configurations.
5) Create and maintain project models and workflows.
6) Periodically check for inconsistencies in the database.
7) Provide a central point of contact for technical/application assistance for both organizational staff and Planview Product Support

Print this item

  Science DIrect:The numerical solution of steady water wave problems
Posted by: s0p9015 - 07-12-2011, 10:38 PM - Forum: Archive - Replies (1)

If you could share this paper with us, I will be really appreciated.
Title:The numerical solution of steady water wave problems
Author:J.D. Fenton
Journal:Computers & Geosciences
Volume 14, Issue 3, 1988, Pages 357-368

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

  Three-dimensional finite element analysis of the direct simple shear test
Posted by: freequo - 07-12-2011, 07:33 AM - Forum: Archive - Replies (1)

Could anyone upload this paper. Seems to me that my university lost subscription to this journal.

Three-dimensional finite element analysis of the direct simple shear test

James Doherty and Martin Faheya

Computers and Geotechnics
Article in Press, Corrected Proof - Note to users
--------------------------------------------------------------------------------
doi:10.1016/j.compgeo.2011.05.005

Best regards
freequo

Print this item

  Help needed in preparing SEMINAR on RCC???
Posted by: Umer.Aleem - 07-12-2011, 05:52 AM - Forum: Free Discussion - Replies (6)

Hi,
I am studying in Masters and taken the subject Advance Reinf. Concrete.
I have to prepare a Research based Report (Seminar) on RCC.
But i can't select the topic, I want to do my seminar on the Behaviour of RCC but I have no idea which Area to select.
Can anyone HELP me out on it??
I am not intending to take the Behaviour of Concrete in Fire conditions, as most of the students love to do work on this...
You can suggest me any topic with some references if you like..
Have a nice day...

Print this item

  EUROCODE 2 Application to Concrete Highway Bridges
Posted by: ir_71 - 07-12-2011, 05:20 AM - Forum: Bridge (Project and Technology) - Replies (1)

EUROCODE 2 Application to Concrete Highway Bridges

Size: 8.9 MB | Format: PDF | Publisher: SETRA | Year: 2007 | pages: 294

[Image: 89129717708170027695.jpg]


[Image: info.png]

The guide begins with chapters 1 to 3 that deal with the generalities and basics for dimensioning and verification of projects. It continues with discussions on concrete: shrinkage and creep in chapter 4 and prestress in chapter 5.
The justifications to be carried out at the ultimate limit states are then dealt with in chapter 6 where detail will be found on classic subjects such as verifications on bending, shear stress, torsional stress, crushing stress and fatigue stress. They are followed by a new subject: verification of brittle failure.
The justifications to be carried out on the service limit states are dealt with in chapter 7, where there are new developments concerning control of cracking.
Constructive provisions are the subjects of chapters 8 and 9, the first relating to reinforcement and the second to structural elements.
The last chapter, 10, brings together specific justification methods: verification relative to shear in special cases, the use of connecting rods and tie rods for zones of discontinuity, study of the prestress diffusion, ‘sandwich method’ for plate design and particularly the bending-shear combination. Foundations, treated in a very partial manner by Eurocode 2, should provide useful references for designers.
The guide finally ends with numerous and varied appendices. In effect, it likes to think it’s complete without having been able to deal with everything, and to avoid burdening the reader with an excessive amount of information; much non-essential information and detailed developments of examples of application are to be found in the appendices.
The guide’s first objective is a detailed description of the instructions that are new relative to previous practices. At this point of implementation of the Eurocodes, this development aims particularly to facilitate their understanding and their use. The numerous pages of the guide given over to them are there to give the maximum of explanation. It is however true that for certain instructions it is still too early to be able to well define their field of use, to estimate their importance and to evaluate the results of their application.
A second objective is trying to make the designer feel at home in this new voluminous entity full of multiple and diverse rules. Hence the reason for all this extra information, not only in Eurocode 2 itself, but also when it is necessary and thus useful to other Eurocodes.
And finally, the austere nature of such a work is inevitable. It is also accentuated by the very large number and diversity of the subjects treated. Further, a particular effort has been made to aim for simplicity and in the reasoning, or the logic in the linking of subjects, with the aim of providing a relative ease of reading. The guide will have succeeded in its aims if the designers quickly find it easy to use and practical, and if they refer to it often. This should not, however, excuse them from referring to Eurocode 2.

[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 2.1

Print this item

Pages (2104): « Previous 1 … 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 … 2104 Next »

Designed by CivilEA - Powered by MyBB