Seismosoft | Earthquake Engineering Solutions

<t>Êýñéå Áíôùíßïõ,<br/>
<br/>
¸÷ù êÜíåé êÜðïéá ðåéñÜìáôá áðü ôá ïðïßá Ý÷ù ðÜñåé êÜðïéåò êáìðýëåò ôéò ïðïßåò êáé èÝëù íá åéóÜãù óôï ðñüãñáììá. Ãßíåôáé ìå êÜðïéï ôñüðï íá åéóá÷èïýí ïé óõãêåêñéìÝíåò êáìðýëåò óôï Seismostruct? <br/>
<br/>
Ôï ìüíï ðïõ ðñïóðÜèçóá åßíáé íá áëëÜæù ôá Materials Properties ìÝ ...

<t>Hello,<br/>
<br/>
I' m trying to change the strain values of the above material types, by editing the material properties (through sample plot strain columns). Even though I managed to change the values with the ones I wanted and the stress-strain graph get the desired form, when I press ok and ...

<t>I' m running a static pushover analysis.<br/>
The elememt classes I had where separated in 5 Integration Sections when I run the analysis. <br/>
But as my structure's elements where subdivided in 4 different sections I changed the value to 3 Intergration Sections to all element classes. <br/>
The ...

<t>Hello everybody,<br/>
I believe that i have the same problem mensioned above!!<br/>
I m trying to make static pushover analisis! <br/>
The analysis is ok when i have con_ma in both section core and cover!! But when i changed the material to con_frp and i assigned it to section core and concrete ...

<t>Hello,<br/>
-First of all I'd like to know if I can define a T section which is wrapped with FRP's. (The FRP's are only on the bottom of the beam).<br/>
<br/>
-Moreover I have a reinforced concrete jacketed rectangular section (rcjrs) in which the section is wrapped up with FRP's. Usually the FRP ...

In the sections part I would like to know if its possible to define the thickness of the concrete cover. And if yes how can I do this??