Search found 18 matches
- 12 Mar 2020, 23:33
- Forum: 03-Analytical/modelling capabilities
- Topic: On Use of SSI macroelement
- Replies: 4
- Views: 3526
Re: On Use of SSI macroelement
Thanks for example, one questions: What is the criteria to define the n4_ns nonstructural node?
- 09 Mar 2020, 01:28
- Forum: 03-Analytical/modelling capabilities
- Topic: On Use of SSI macroelement
- Replies: 4
- Views: 3526
On Use of SSI macroelement
Dear Seismosoft Please, maybe providing some examples on use of SSI macrolement for shallow and deep foundations in seismostruct. Additionally, you may be able to provide me with the articles listed below, because I cannot find them in the respective journals. Correia, A.A., Paolucci, R. [2019] “A 3...
- 07 Feb 2020, 06:53
- Forum: 03-Analytical/modelling capabilities
- Topic: The Capacity Spectrum Method (CSM) in ATC 40
- Replies: 2
- Views: 1920
Re: The Capacity Spectrum Method (CSM) in ATC 40
Some time ago, I wanted to do the same: get the data to make the capacity spectrum of ATC-40. One possible strategy that occurred to me is to create control nodes in the center of mass of each level, and when the eigenvalues analysis is performed, read the displacements for the first vibration mode ...
- 07 Feb 2020, 06:42
- Forum: 03-Analytical/modelling capabilities
- Topic: Results beetwen seismostruct and othe software
- Replies: 2
- Views: 853
Results beetwen seismostruct and othe software
Currently, I am evaluating an 8-level building using a pushover type nonlinear analysis, comparing the results between the seismostruct 2018 and etabs 2016 software, finding disturbing results, for example in seismostruct I get a period of 0.53 seconds for the first vibration mode, while in etabs fo...
- 25 Jan 2020, 02:18
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear Story
- Replies: 4
- Views: 1183
Re: Shear Story
Very thanks for your answer, the procedure is laborious if you have many wall infill of different sizes
- 22 Jan 2020, 20:00
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear Story
- Replies: 4
- Views: 1183
Re: Shear Story
Thanks for your answer, the suggested procedure is quite logical, but how would i get the shear story if i have infill wall on the model?
- 22 Jan 2020, 05:37
- Forum: 03-Analytical/modelling capabilities
- Topic: Shear Story
- Replies: 4
- Views: 1183
Shear Story
Dear Seismostruct
Generally in some scientific papers they present the graphs of story shear vs story level, how can I obtain those graphs and / or data in seismostruct?
Generally in some scientific papers they present the graphs of story shear vs story level, how can I obtain those graphs and / or data in seismostruct?
- 27 Aug 2019, 22:59
- Forum: 03-Analytical/modelling capabilities
- Topic: Configure IDA for avoiding integer overflow
- Replies: 1
- Views: 784
Configure IDA for avoiding integer overflow
Dear Seismosoft
How could I configure the IDA analysis parameters to avoid exceeding 2 GB of the maximum file size ?, because I am only interested in obtaining the dynamic pushover curve.
How could I configure the IDA analysis parameters to avoid exceeding 2 GB of the maximum file size ?, because I am only interested in obtaining the dynamic pushover curve.
- 11 Aug 2019, 04:29
- Forum: 02-Getting started with the modelling
- Topic: Regarding adaptive pushover analysis
- Replies: 3
- Views: 7442
Re: Regarding adaptive pushover analysis
Dear SeismoSoft
How can I do adaptive pushover in reverse?, for example i realized in X+, but I would like to do pushover adaptative in X-
How can I do adaptive pushover in reverse?, for example i realized in X+, but I would like to do pushover adaptative in X-
- 10 Aug 2019, 18:42
- Forum: 03-Analytical/modelling capabilities
- Topic: manual verification eigenvalue results
- Replies: 1
- Views: 932
manual verification eigenvalue results
Dear Seismosoft In my country (Perú) generally the reviewers request manual calculations of parameters of buildindg, that's why I ask, How could obtain the parameters (mass at each level, amplitude of first mode and others modes, weight of structure, etc) to verify and manual calculate of eigenvalue...