Search found 10 matches
- 07 Oct 2024, 17:33
- Forum: 02-Getting started with the modelling
- Topic: Modelling of a UHPC jacketted circular section
- Replies: 2
- Views: 2013
Re: Modelling of a UHPC jacketted circular section
Hi, Can someone please help me solve this issue?
- 04 Oct 2024, 20:18
- Forum: 02-Getting started with the modelling
- Topic: Modelling of a UHPC jacketted circular section
- Replies: 2
- Views: 2013
Modelling of a UHPC jacketted circular section
Hello,
I'm trying to model a UHPC jacketted circular section and when defining the section, can insert input values for external diameter, internal diameter and cover thickness. I belive we can define the jacket thickness by the difference between the external diameter and internal diameter ...
I'm trying to model a UHPC jacketted circular section and when defining the section, can insert input values for external diameter, internal diameter and cover thickness. I belive we can define the jacket thickness by the difference between the external diameter and internal diameter ...
- 03 Sep 2024, 05:24
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear Capacity Reached
- Replies: 4
- Views: 2899
Re: Shear Capacity Reached
Hi, Can someone please help me solve this issue?
- 29 Aug 2024, 21:24
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear Capacity Reached
- Replies: 4
- Views: 2899
Re: Shear Capacity Reached
Thank you huffte for your reply. Yes I was talking about the performance criteria issue. So when I apply the user selected shear as a performance criteria, it again asks to select an equation. Let's say I select Eurocode in both cases (under code-based capacity checks and under performance criteria ...
- 27 Aug 2024, 20:42
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear Capacity Reached
- Replies: 4
- Views: 2899
Shear Capacity Reached
Hi,
Could I please know the difference between "shear capacity reached" and "shear reached" in the pushover analyis?
Thank you.
Could I please know the difference between "shear capacity reached" and "shear reached" in the pushover analyis?
Thank you.
- 12 Aug 2024, 15:07
- Forum: 03-Analytical/modelling capabilities
- Topic: Relationship between CFRP laminates and Fibers
- Replies: 2
- Views: 2485
Re: Relationship between CFRP laminates and Fibers
Thank you for the clarification
- 07 Aug 2024, 16:15
- Forum: 03-Analytical/modelling capabilities
- Topic: Relationship between CFRP laminates and Fibers
- Replies: 2
- Views: 2485
Relationship between CFRP laminates and Fibers
Hello,
In FRP strengthening section, it says "only laminate FRP sheet properties are available". So for example, if we consider SikaWrap Hex 230C material, the thickness of the single ply is about 0.11 mm. However, the laminate thickness in SeismoStruct is about 0.38 mm. So for column wrapping, if ...
In FRP strengthening section, it says "only laminate FRP sheet properties are available". So for example, if we consider SikaWrap Hex 230C material, the thickness of the single ply is about 0.11 mm. However, the laminate thickness in SeismoStruct is about 0.38 mm. So for column wrapping, if ...
- 10 Jul 2024, 22:16
- Forum: 02-Getting started with the modelling
- Topic: Modelling a rigid arm at the bridge column base
- Replies: 1
- Views: 1781
Modelling a rigid arm at the bridge column base
Hello, I have to model a single circular RC bridge column (diam-320 mm and height - 1300 mm) retrofitted with UHPC jacket that has a 1400x800x600 mm reinforced concrete block attached to the base of the column. The column is subjected to an axial load on the top and a quasi-static cyclic load in the ...
- 24 Jun 2024, 20:29
- Forum: 02-Getting started with the modelling
- Topic: Apply Cyclic Load in Static Time-history Analysis
- Replies: 3
- Views: 2230
Re: Apply Cyclic Load in Static Time-history Analysis
Thank you so much. I referred to those examples and completed my model. However, when I tried to run my model, I get an error saying "General Error. The analysis cannot be executed". It does not say what is wrong with my model, nor I see anything wrong in my model. Do you have any idea what this ...
- 20 Jun 2024, 16:41
- Forum: 02-Getting started with the modelling
- Topic: Apply Cyclic Load in Static Time-history Analysis
- Replies: 3
- Views: 2230
Apply Cyclic Load in Static Time-history Analysis
Hi,
I'm new to this software, and I need to validate an experiment through a numerical model by comparing hysteretic curves. For that I need to apply the loading protocol as time history curve, however, in experiments, the curve is given in terms of displacement vs number of loading cycles. But the ...
I'm new to this software, and I need to validate an experiment through a numerical model by comparing hysteretic curves. For that I need to apply the loading protocol as time history curve, however, in experiments, the curve is given in terms of displacement vs number of loading cycles. But the ...