Hello
I am going to study about the influence of Soil-Structure Interaction (SSI) on the fundamental period.
I have a problem by modeling of SSI in SeismoStruct.
I know that, I should use the Link-Element but which curve I have choose?
If I want to define the stiffness of all 6 degrees of freedom ...
Search found 2 matches
- 15 May 2019, 17:49
- Forum: 02-Getting started with the modelling
- Topic: Soil-Structure Interaction (SSI) modeling
- Replies: 1
- Views: 7569
- 24 Apr 2019, 10:31
- Forum: 02-Getting started with the modelling
- Topic: Confined masonry wall using Crissafulli Model
- Replies: 5
- Views: 8081
Re: Confined masonry wall using Crissafulli Model
Hello
I have a same problem and I think there is a mistake in simulation of Crissafulli on Seismostrct.
How did you find properties of the infill panel?
for e.x in your model, Shear curve parameters were defined as : shear bond strength = 50, friction coefficient = 0.2, maximum shear resistance ...
I have a same problem and I think there is a mistake in simulation of Crissafulli on Seismostrct.
How did you find properties of the infill panel?
for e.x in your model, Shear curve parameters were defined as : shear bond strength = 50, friction coefficient = 0.2, maximum shear resistance ...