partially grouted reinforced masonry shear walls
partially grouted reinforced masonry shear walls
I am asking if it is possible to model partially grouted reinforced masonry shear walls buildings using SeismoStruct
- seismosoft
- Posts: 1192
- Joined: 06 Jul 2007, 04:55
Re: partially grouted reinforced masonry shear walls
No, there is no partially grouted masonry section in SeismoStruct.
The current masonry sections can model either reinforced or unreinforced masonry walls or spandrels.
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The current masonry sections can model either reinforced or unreinforced masonry walls or spandrels.
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Re: partially grouted reinforced masonry shear walls
Can I model it using Infilled Frame option ? can this give good results?
- seismosoft
- Posts: 1192
- Joined: 06 Jul 2007, 04:55
Re: partially grouted reinforced masonry shear walls
No, the infill panel element is good only for modelling infills. Not for loads bearing masonry walls.
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- Posts: 8
- Joined: 09 Feb 2022, 12:58
Re: partially grouted reinforced masonry shear walls
Dear omeligy,
Did you manage to do this model in SeismoSruct?
Did you manage to do this model in SeismoSruct?
Re: partially grouted reinforced masonry shear walls
Dear rodolfopalhares,
Masonry element type is available in SeismoStruct.
Masonry element type is available in SeismoStruct.
Zoi Gronti
Seismosoft Srl.
Seismosoft Srl.
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- Posts: 8
- Joined: 09 Feb 2022, 12:58
Re: partially grouted reinforced masonry shear walls
Dear z.gronti,
"The masonry element type can only be used with the mas_par and the mas_tl material models. Similarly, only the special masonry section types mws and mss can be employed."
As the masonry element type only allows rectangular sections, I don't know how I can represent the partially grouted section, as the grouted and ungrouted parts have different sections (thicknesses) and materials.
Does anyone have an idea how to do it?
"The masonry element type can only be used with the mas_par and the mas_tl material models. Similarly, only the special masonry section types mws and mss can be employed."
As the masonry element type only allows rectangular sections, I don't know how I can represent the partially grouted section, as the grouted and ungrouted parts have different sections (thicknesses) and materials.
Does anyone have an idea how to do it?
- seismosoft
- Posts: 1192
- Joined: 06 Jul 2007, 04:55
Re: partially grouted reinforced masonry shear walls
You can model the two different parts of the wall with different elements and then connect the two ends of each element with each other using rigid links to make them work together.
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