Published July 23, 2020
| Version v1
Other
Open
Exposed column base model for OpenSees simulation
- 1. Doctoral Assisstant at EPFL
- 2. Postdoctoral Researcher at EPFL
- 3. Associate Professor at EPFL
Description
Exposed column base (XCB) model for OpenSees simulation
Please read the documentation of the model 'XCB_model_documentation.pdf' before using the model.
1. Generate_XCB.tcl and XCB_material.tcl
These are the subroutines that generate the XCB model
2. Two_Story_DissipativeXCB_MCE_LD_GM1.tcl
This is an example steel moment-resisting frame file in which the subroutines for XCBs are used
3. txt files
These are some output files (Story drift ratio history and column base moment - rotation responses) obtained from the frame file (Two_Story_DissipativeXCB_MCE_LD_GM1.tcl)
4. The rest
These are the files required to run the frame file (Two_Story_DissipativeXCB_MCE_LD_GM1.tcl)
Files
Axis1_BaseMoment-ColumnBaseRotation.txt
Files
(15.9 MB)
| Name | Size | Download all |
|---|---|---|
|
md5:4be9054df486e8ffb4ba2bb58a1ef9cd
|
902 Bytes | Download |
|
md5:d956da6e105cfc083ddb76421d20e40d
|
3.8 MB | Preview Download |
|
md5:beb9c9531a72cd4e348ad94b26d25771
|
3.8 MB | Preview Download |
|
md5:232841ea7bf07f6f69e3ec8197f7f9ce
|
3.2 kB | Download |
|
md5:3610b82198e4c06ef7ab98dc205b338f
|
6.8 kB | Download |
|
md5:59bf6feb39766f796a97eb50e4385e16
|
1.7 kB | Download |
|
md5:18311ba9367c2904f7f8c465640686b4
|
8.4 kB | Download |
|
md5:6c9b3810203d4b76971323530af3bcbb
|
23.3 kB | Download |
|
md5:167331bc01f094a2871f7ad9917457a9
|
470 Bytes | Download |
|
md5:45e2538c9c8784edecb345c3c52c9a4e
|
142.2 kB | Download |
|
md5:af88decd55335581c6286d8e410ef137
|
53.2 kB | Download |
|
md5:dc254cf3ee071ab65c54e30676e6c8ad
|
3.8 MB | Preview Download |
|
md5:cdacfca151cd9b04d0df3ff62bb1f26a
|
3.8 MB | Preview Download |
|
md5:7274512269208295b4de0e04bddc0391
|
153.1 kB | Download |
|
md5:fbef9f79e1aceffd9bde553444a48ed9
|
11.2 kB | Download |
|
md5:2a7ef1fb18e3d0e01f376250d51532f5
|
317.7 kB | Preview Download |
Additional details
Related works
- Is documented by
- Journal article: 10.1002/eqe.3392 (DOI)
Funding
- Advanced Simulation Platform for Collapse Risk Assessment of Steel Frame Buildings 200021_169248
- Swiss National Science Foundation
References
- Inamasu, H., De Castro e Sousa, A., Güell, G., and Lignos, G. D. (2020), Anchor‐yield exposed column bases for minimizing residual deformations in seismic‐resistant steel moment frames, Earthquake Engineering and Structural Dynamics, DOI: https://doi.org/10.1002/eqe.3392
- Inamasu, H., De Castro e Sousa, A., Güell, G., and Lignos, G. D. (2019), Exposed Column Base Connections for Minimizing Earthquake-Induced Residual Deformations in Steel Moment-Resisting Frames, Proceedings of Society for Earthquake and Civil Engineering Dynamics (SECED) 2019 Conference, Greenwich, London, UK
- De Castro e Sousa, A., Inamasu, H., and Lignos, G. D. (2019), An explicit model for exposed column base connections and its parameter sensitivity, Proceedings of 12th Pacific Structural Steel Conference, Tokyo, Japan