Author: Paul W. McMullin | Size: 5.37 MB | Format:PDF | Quality:Unspecified | Publisher: Paul W. McMullin | Year: 2008 | pages: 34
Presentation
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:
Author: Paul W. McMullin | Size: 11.82 MB | Format:PDF | Quality:Unspecified | Publisher: Paul W. McMullin | Year: 2010 | pages: 36
Presentation
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:
Posted by: asim99 - 02-03-2013, 06:49 PM - Forum: General Books
- No Replies
Beggs Deformeter Stress Analysis of Single Barrel Conduits
Author: H. Boyd Phillips | Size: 4.4 MB | Format:PDF | Quality:Unspecified | Publisher: United States. Bureau of Reclamation | Year: 1968 | pages: 67
See the Picture
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:
All students undertaking Level One undergraduate programmes in construction need to develop an understanding of basic building techniques. This up-to-date and dependable textbook takes the reader through the essential skills, concepts and methods of constructing a simple house to provide a solid grounding in building techniques. Working through each element of a building project and incorporating practical considerations from materials selection to implementation, this is the ideal handbook for all students who need a hands-on and thorough guide. Self-assessment exercises at key points underline the main concepts and make this text ideal for distance or independent learners as well as university students.
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:
Dear All,
I am looking for a journal article and would appreciate if you have an access and can share it with us. The article is as follows:
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:
Author: Paul W. McMullin | Size: 2.27 MB | Format:PDF | Quality:Unspecified | Publisher: Paul W. McMullin | Year: 2009 | pages: 35
Presentation on Seismic Considerations of Structures
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:
Author: Paul W. McMullin | Size: 4.46 MB | Format:PDF | Quality:Unspecified | Publisher: Paul W. McMullin | Year: 2008 | pages: 27
Presentation on Seismic Retrofitting of Buildings
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:
Experimental and numerical studies were carried out to investigate the punching shear
strength of post-tensioned concrete flat slab-interior column connections under the effects
of gravity loads and lateral displacements induced by earthquakes. Seven full-size posttensioned
slab-interior column connections were tested under gravity loads combined
with cyclic displacement reversals of increasing amplitude up to failure. The ratio of
prestressed to non-prestressed reinforcement was varied, while the flexural strength was
constant. The slabs were reinforced with headed studs, a type of shear reinforcement that
had been developed at the University of Calgary. The objective of this experimental
program was to verify the applicability of the seismic provisions of the North American
codes as well as other seismic design procedures, proposed earlier, when used for
prestressed slabs.
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:
![[Image: 12525547226761854545.jpg]](https://pic.civilea.com/images/12525547226761854545.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: 23448828138494754305.jpg]](https://pic.civilea.com/images/23448828138494754305.jpg)
![[Image: 85015240672502322881.jpg]](https://pic.civilea.com/images/85015240672502322881.jpg)
![[Image: 19365127769823429828.jpg]](https://pic.civilea.com/images/19365127769823429828.jpg)
![[Image: 28196525632289441304.jpg]](https://pic.civilea.com/images/28196525632289441304.jpg)
![[Image: 53181861492124737281.jpg]](https://pic.civilea.com/images/53181861492124737281.jpg)
![[Image: 73889898962503071516.jpg]](https://pic.civilea.com/images/73889898962503071516.jpg)