<t>Dear seismostruct.<br/>
I have been trying a example with Static Adaptive Pushover on 4 stories, my questions is Why the analyzes no terminates in the displacement of 0.2 that I put in “Applied Loading”. The analizes stops before.<br/>
I don't know why and could you please give me an explanation ...
Search found 2 matches
- 22 Feb 2010, 05:37
- Forum: 04-Unexpected behaviour/errors
- Topic: static adaptive pushover
- Replies: 1
- Views: 2141
- 11 Sep 2009, 01:49
- Forum: 03-Analytical/modelling capabilities
- Topic: Masonry
- Replies: 1
- Views: 1620
Masonry
<t>Hello!<br/>
I am carrying out a study of the influence of the masonry in a building of six stories, I want to ask them if the building this very modeling one in seismostruct for that I need to compare the displacements that it has with masonry and without masonry, for this I am making it in ...
I am carrying out a study of the influence of the masonry in a building of six stories, I want to ask them if the building this very modeling one in seismostruct for that I need to compare the displacements that it has with masonry and without masonry, for this I am making it in ...