Hi all,
I am trying to model a hollow circular steel section (tubular) jacketing with FRP using section type "CHS". How can I model it in SeismoStruct? Is it possible to do so?
Search found 3 matches
- 05 Mar 2020, 09:05
- Forum: 03-Analytical/modelling capabilities
- Topic: FRP-confined Circular Steel Tubular Section
- Replies: 1
- Views: 671
- 08 Jun 2018, 07:08
- Forum: 03-Analytical/modelling capabilities
- Topic: Joints Horizontal Hoops Area and Vertical Reinforcement Area
- Replies: 1
- Views: 6181
Joints Horizontal Hoops Area and Vertical Reinforcement Area
Hi,
I analysed a building and most of the time always fail at joints horizontal hoops area and vertical reinforcement area. How do you calculate these two areas? Are they obtain from column or beam?
I analysed a building and most of the time always fail at joints horizontal hoops area and vertical reinforcement area. How do you calculate these two areas? Are they obtain from column or beam?
- 19 Apr 2018, 04:42
- Forum: 02-Getting started with the modelling
- Topic: Insert column using coordinate point
- Replies: 1
- Views: 8936
Insert column using coordinate point
Hi,
I want to know is there any way to insert column or wall using coordinate point approach (conventional). Currently I notice in both SeismoBuild and Seismostruct, the elements are insert through overlay on dwg. Correct me if I am wrong. Hope to hear from you reply soon. Thank you.
Regards
Walter
I want to know is there any way to insert column or wall using coordinate point approach (conventional). Currently I notice in both SeismoBuild and Seismostruct, the elements are insert through overlay on dwg. Correct me if I am wrong. Hope to hear from you reply soon. Thank you.
Regards
Walter