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: 134,116
» Latest member: albertosalinasasp
» Forum threads: 31,966
» Forum posts: 105,773

Full Statistics

Latest Threads
ACI 362.3: Surface Treatm...
Forum: ACI
Last Post: poolmand
10-18-2026, 09:13 AM
» Replies: 0
» Views: 72
ACI 555: Use of Recycled ...
Forum: ACI
Last Post: poolmand
10-18-2026, 09:10 AM
» Replies: 0
» Views: 56
RAM Structural System 26
Forum: Bentley Products
Last Post: poolmand
10-18-2026, 07:59 AM
» Replies: 0
» Views: 57
RAM Elements 2026
Forum: Bentley Products
Last Post: poolmand
10-17-2026, 09:45 AM
» Replies: 0
» Views: 62
CSiPlant 10
Forum: CsiPlant
Last Post: poolmand
10-17-2026, 09:06 AM
» Replies: 1
» Views: 405
CSI CSiCol 12
Forum: CSiCol
Last Post: poolmand
10-17-2026, 08:59 AM
» Replies: 1
» Views: 565
CSI Bridge 27
Forum: Bridge
Last Post: poolmand
10-17-2026, 08:56 AM
» Replies: 3
» Views: 749
ETABS v23
Forum: ETABS
Last Post: poolmand
10-17-2026, 08:54 AM
» Replies: 6
» Views: 1,805
ACI 238.1: Measurements o...
Forum: ACI
Last Post: poolmand
09-22-2026, 09:23 AM
» Replies: 0
» Views: 346
How to use full feature o...
Forum: CivilEA Registry
Last Post: Administrator
09-13-2026, 08:19 AM
» Replies: 1
» Views: 561,078

 
  Precast Concrete Arch Structures
Posted by: ir_71 - 07-20-2013, 06:47 PM - Forum: Journals, Papers and Presentations - No Replies

Precast Concrete Arch Structures

Author: Concrete Bridge Development Group | Size: 0.3 MB | Format: PDF | Quality: Original preprint | Publisher: The Concrete Society | Year: 2009 | pages: 40 | ISBN: 9781904482581

[Image: 89029365001925352272.jpg]


[Image: info.png]

Explores use of precast arch systems for buried structures, looking at current practice in design, specification, construction, maintenance and assessment and offers recommendations. Discusses risk management in terms of construction geometric control and tolerances, design verification and load-deflection serviceability criteria. Includes checklists.

[Image: download.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ


[Image: mirror.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ


[Image: password.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ



This post has been made by CivilEA Post-Generator v2.2.0

Print this item

  Semi-rigid Connections Handbook
Posted by: ir_71 - 07-20-2013, 06:30 PM - Forum: Steel - Replies (3)

Semi-rigid Connections Handbook

Author: Edited by Wai-Fah Chen, Norimitsu Kishi, and Masato Komuro | Size: 70.7 MB | Format: PDF | Quality: Image PDF | Publisher: J. Ross Publishing | Year: 2011 | pages: 1263 | ISBN: 9781932159998

[Image: 73690831992803809643.jpg]


[Image: info.png]

Research on the topic of steel frames with semi-rigid connections (Partially Restrained (PR) construction or PR connection) has been conducted over the past 10 years. Despite significant research and development efforts, usage of PR principles has nevertheless been very slow in coming to the profession caused in part by the lack of easy access to reliable test data on these connections and also due to the lack of software for practical implementation. With the publication of the 2005 AISC specifications as well as Eurocode 3, practical implementation of the use of PR connections in structural systems is now a real possibility. This Handbook presents a simple and comprehensive introduction that will help design practitioners implement these new developments into engineering practice. Beginning with a discussion of the new specifications and classifications of these connections, the authors go on to show, on the basis of the collected connections database, practical mathematical models for computer implementation, and provide case studies on these frames including composite construction. With the help of the user-friendly list of collected data in tabular form with illustrative figures, information on semi-rigid connections is now available in a single publication and may ultimately result in its wide-spread usage among practitioners.

Key Features:

- Introduces the 2005 AISC specifications and the new Eurocode 3 on semi-rigid construction
- Includes more than 900 semi-rigid connection test data in tabular form with figures
- Provides connection models for analysis and design with case studies
- Includes the recent development of steel-concrete composite connections with case studies
- Offers online, updated information and test data for WAV users

[Image: download.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ


[Image: password.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ



This post has been made by CivilEA Post-Generator v2.2.0

Print this item

  Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regi
Posted by: arshiakh - 07-20-2013, 02:33 PM - Forum: Journals, Papers and Presentations - Replies (1)

Self-centering post-tensioned energy dissipating (PTED) steel frames for seismic regions

Author: Christopoulos, Constantin | Size: 9 MB | Format: PDF | Quality: Unspecified | Publisher: University of California | Year: 2002 | pages: 315 | ISBN: ____


[Image: info.png]

Proposes and experimentally tests a new moment-resisting connection that incorporates high-strength post-tensioned steel elements along with energy dissipating bars, the PTED. PTED connections exhibit greater capacity to ensure small residual drifts through self-centering properties even during significant inelastic deformations during cyclic loading.

[Image: download.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ


[Image: password.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ



This post has been made by CivilEA Post-Generator v2.2.0

Print this item

  Cold-formed portal frame design
Posted by: elbarto_87 - 07-19-2013, 10:20 AM - Forum: Archive - Replies (1)

Hello,

Please help locating the papers below. Other references for design of portal frame buildings using cold-formed sections would also be appreciated.

International Journal of Steel Structures
September 2011, Volume 11, Issue 3, pp 259-273
Design approach of cold-formed steel portal frames

Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Australian Journal of Structural Engineering
Volume 13 Issue 2 (2012)
Knee joints in cold-formed channel portal frames: Problems and pitfalls
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Regards elbarto

Print this item

  Spread sheet for Rectangular Panels with Triangularly Distributed Loads on Tank Walls
Posted by: kirankumarklk - 07-19-2013, 09:55 AM - Forum: Engineering Spreadsheet - No Replies

Dear All,

I Have made one spread sheet for Rectangular Panels with Triangularly Distributed Loads on Tank Walls With provision for torsion at corners as per Reynold's Co-Efficient's in Reynolds's Reinforced Concrete Designer's Handbook.

[Image: 63413461932957792564.jpg]
[Image: 50567345833152271190.png]
[Image: 06873503192010300058.jpg]

Download Link:

Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ

Print this item

  Response Control and Seismic Isolation of Buildings
Posted by: haydaroglu - 07-19-2013, 09:18 AM - Forum: Archive - Replies (1)

Hi All,

I need this book; "Response Control and Seismic Isolation of Buildings"

thank you all


ch


Response Control and Seismic Isolation of Buildings
ISBN: 0415366232
ISBN-13: 9780415366236
Pub. Date: October 2006
Publisher: Taylor & Francis, Inc.

Print this item

  Design Recommendation For Storage Tanks and Their Supports with Emphasis On Seismic D
Posted by: gulilero - 07-19-2013, 03:57 AM - Forum: Structural Dynamics and Earthquake Engineering - No Replies

Design Recommendation For Storage Tanks and Their Supports with Emphasis On Seismic Design, 2010 Edition

Author: Sub-committee for Design of Storage Tanks | Size: 4.56 MB | Format: PDF | Quality: Original preprint | Publisher: Architectural Institute of Japan | Year: 2010 | pages: 179 | ISBN: N.A.

[Image: 32390476833029550018.jpg]


[Image: info.png]

Architectural Institute of Japan - Design Recommendation For Storage Tanks and Their Supports with Emphasis On Seismic Design, 2010 Edition

Foreword

The Architectural Institute of Japan set up a β€œSub-Committee for Design of Storage Tanks” to provide a recommendation of the seismic design for the various types of storage tanks in common use throughout Japan. The Sub-Committee first published β€œDesign Recommendation for Storage Tanks and Their Supports” in 1984, and amended it in the 1990, 1996 and 2010 publications. This current revised recommendation provides bulk material pressures for silos and further guidance on seismic design methods for storage tanks based on the horizontal loadcarrying
capacity in the structure.

It is envisaged by publishing the English version of β€œDesign Recommendation for Storage Tanks and Their Supports” that the above unique design recommendation will be promoted to the overseas countries who are concerned on the design of storage tanks and the activities of the Architectural Institute of Japan will be introduced them too. It is addressed how this recommendation is in an advanced standard in terms of the theory of the restoring force characteristics of the structure considering the Elephant Foot Bulge (EFB), the effect of the uplifting tank and the plastic deformation of the bottom plate at the shell-to-bottom juncture in the event of earthquake, the design spectrum for sloshing in tanks, the design pressure for silos, and the design methods for the under-ground storage tanks as well. The body of the recommendation was completely translated into English but the translation of the commentary was limited to the minimum necessary parts for understanding and utilising the theories and equations in the body. The sections 2.7 Timbers and 4.9 Wooden Storage Tanks are omitted as they are not common in overseas countries. Listing of some Japanese references are omitted and some new references are added in this English version.

It is worthy of note that the contents of this recommendation have been verified and their efficacy confirmed by reference to data obtained from the tanks and silos damaged during recent earthquakes in Japan, including the Hanshin-Awaji Great Earthquake in 1995 and the Niigataken Chuetu-oki Earthquake in 2007.

[Image: download.png]

direct link:

Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ


This post has been made by CivilEA Post-Generator v2.2.0

Print this item

  Steel Structures Design: ASD/LRFD
Posted by: ssobhan - 07-18-2013, 10:22 PM - Forum: Archive - No Replies

  • eBook Full Name: Steel Structures Design: ASD/LRFD
  • Author(s): Alan Williams
  • Edition: 1st
  • Publish Date: 2011
  • Published By: McGraw-Hill
  • Related Links:
    Code:
    Content of this section is hidden, You must be registered and upgrade your account to see this content.
    πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
    See this link to read how you can remove this limitation:
    πŸ‘‰ CLICK HERE πŸ‘ˆ
[Image: 11575682094007385667.jpg]

Print this item

  Seismic Design Manual, 2nd Ed. (Hardbound)
Posted by: ssobhan - 07-18-2013, 09:06 PM - Forum: Archive - No Replies

  • eBook Full Name: Seismic Design Manual, 2nd Ed. (Hardbound)
  • Publish Date: 2012
  • Published By: AISC
  • Related Links:

    Code:
    Content of this section is hidden, You must be registered and upgrade your account to see this content.
    πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
    See this link to read how you can remove this limitation:
    πŸ‘‰ CLICK HERE πŸ‘ˆ

Print this item

  Design of Highway Bridges: An LRFD Approach, 3rd Edition
Posted by: ir_71 - 07-18-2013, 04:23 PM - Forum: Bridge (Project and Technology) - Replies (2)

Design of Highway Bridges: An LRFD Approach, 3rd Edition

Author: Richard M. Barker, Jay A. Puckett | Size: 66.75 MB | Format: PDF | Quality: Image PDF | Publisher: Wiley | Year: 2013 | pages: 544 | ISBN: 978-0-470-90066-6

[Image: 79888550064515991896.jpg]


[Image: info.png]

Up-to-date coverage of bridge design and analysisβ€” revised to reflect the fifth edition of the AASHTO LRFD specifications

Design of Highway Bridges, Third Edition offers detailed coverage of engineering basics for the design of short- and medium-span bridges. Revised to conform with the latest fifth edition of the American Association of State Highway and Transportation Officials (AASHTO) LRFD Bridge Design Specifications, it is an excellent engineering resource for both professionals and students. This updated edition has been reorganized throughout, spreading the material into twenty shorter, more focused chapters that make information even easier to find and navigate. It also features:

- Expanded coverage of computer modeling, calibration of service limit states, rigid method system analysis, and concrete shear
- Information on key bridge types, selection principles, and aesthetic issues
- Dozens of worked problems that allow techniques to be applied to real-world problems and design specifications
- A new color insert of bridge photographs, including examples of historical and aesthetic significance
- New coverage of the "green" aspects of recycled steel
- Selected references for further study

From gaining a quick familiarity with the AASHTO LRFD specifications to seeking broader guidance on highway bridge designβ€”Design of Highway Bridges is the one-stop, ready reference that puts information at your fingertips, while also serving as an excellent study guide and reference for the U.S. Professional Engineering Examination.

[Image: download.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ


[Image: password.png]
Code:
Content of this section is hidden, You must be registered and upgrade your account to see this content.
πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½πŸ”½
See this link to read how you can remove this limitation:
πŸ‘‰ CLICK HERE πŸ‘ˆ



This post has been made by CivilEA Post-Generator v2.2.0

Print this item

Pages (2108): « Previous 1 … 620 621 622 623 624 625 626 627 628 629 630 … 2108 Next »

Designed by CivilEA - Powered by MyBB