Civil Engineering Association

Full Version: Scitation and Sciencedirect/Elsevier JOURNAL
You're currently viewing a stripped down version of our content. View the full version with proper formatting.
Dear Hich,
Can you reupload "Probabilistic seismic analysis of a steel frame structure".
Thanks in advance.
"Probabilistic seismic analysis of a steel frame structure"
Hitoshi Seya et al, Probabilistic Engineering Mechanics, Volume 8, Issue 2, 1993, Pages 127-136

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

Note:
This is the new link without error in displaying image on page 8.
[Image: mirror.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
***************************************

Through Multiupload the file was upload to the next servers, see the picture bellow

[Image: 62719574174144999241.jpg]

Dear members,

Does anybody have this article to share:

Damping properties of buildings in Japan
by: Kenichi Sudaa, Naoki Satakeb, Junichiro Onoc, and Atsushi Sasakid
Journal of Wind Engineering and Industrial Aerodynamics
Volume 59, Issues 2-3, March 1996, Pages 383-392
Meeting on Structural Damping International Wind Engineering Forum and Additional Papers

Abstract:

Full-scale data on the dynamic properties of buildings in Japan have been collected and analyzed. The data on 123 steel structure buildings and 66 reinforced concrete structure buildings have been collected on a data base. Almost all data base were evaluated from measurements at a low vibration amplitude. Analyses of the data have been conducted for each structure type in order to grasp statistically the characteristics of the damping ratios and the natural frequencies. The natural frequencies show a clear dependence on building height. On the other hand, the damping ratios scatter under the influence of various factors, for example, building height, foundation type, building usage, vibration amplitude, and vibration test or damping evaluation method. The differences resulting from each factor have been shown from fundamental analyses.

Author Keywords:
Damping data base; Damping ratio; Full-scale data; Higher mode damping; Natural frequency; Reinforced concrete structure; Steel structure


Can be found 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!


G
Thanks for the courtesy melkat and 3FAN.
But when i scroll to one of the pages i get an error.
Quote:Insufficient Data for an Image.
This error has also been previously reported in this thread.
Please help. Thanks



Grunf:
error in displaying image on PDF page 8
Hi Grunf, as per requested:
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
***************************************

cheers.
Damping properties of buildings in Japan

Mirror Link:

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
***************************************
hi dear members
i would really appreciate it if you could provide this paper for me

An anisotropic critical state soil plasticity model


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
***************************************
thanks
hi lizard, see the following link as per requested:
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
***************************************
cheers
Hi dear members
I would be really thankful if anyone could help me get these papers :

1-Chin-Hsiung Loh, Jung-Chi Chang,Cumulative damage parameters for
inelastic systems subjected to earthquake excitations: a comparative
study
Engineering Structures
Volume 14, Issue 3, 1992, Pages 152-162

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-Colombo A, Negro P. A damage index of generalized applicability.
Eng Struct 2005;Volume 27: Pages 1164–1174.

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-Cumulative damage in steel structures subjected to earthquake ground motions
Helmut Krawinklera and Mahmud Zohreia
Comput Struct 1983; Volume 16, Issue 1, Pages 531–541

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

thank you all so much .