Digital Appendix to "Impact of hazard-consistent ground motion duration in structural collapse risk assessment"
Abstract/Contents
- Abstract
- Digital Appendix containing detailed information about the conditional median target distributions of duration and response spectra, and the hazard-consistent ground motions selected for Seattle, Eugene, and San Francisco, used in Chandramohan, R., Baker, J. W., & Deierlein, G. G. (2016). Impact of hazard-consistent ground motion duration in structural collapse risk assessment. Earthquake Engineering & Structural Dynamics, 45(8), 1357–1379. doi:10.1002/eqe.2711
Description
| Type of resource | software, multimedia |
|---|---|
| Date created | May 25, 2016 |
Creators/Contributors
| Author | Chandramohan, Reagan |
|---|---|
| Advisor | Baker, Jack W. |
| Advisor | Deierlein, Gregory G. |
Subjects
| Subject | duration |
|---|---|
| Subject | hazard-consistent |
| Subject | ground motion selection |
| Subject | Cascadia subduction zone |
| Subject | collape risk |
| Subject | multiple stripe analysis |
| Subject | School of Engineering |
| Subject | Department of Civil and Environmental Engineering |
| Subject | Structural Engineering and Geomechanics |
| Subject | John A. Blume Earthquake Engineering Research Center |
| Genre | Dataset |
Bibliographic information
| Related Publication | Chandramohan, R., Baker, J. W., & Deierlein, G. G. (2016). Impact of hazard-consistent ground motion duration in structural collapse risk assessment. Earthquake Engineering & Structural Dynamics, 45(8), 1357–1379. doi:10.1002/eqe.2711 |
|---|---|
| Related item |
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| Location | https://purl.stanford.edu/nj619hk1456 |
Access conditions
- Use and reproduction
- User agrees that, where applicable, content will not be used to identify or to otherwise infringe the privacy or confidentiality rights of individuals. Content distributed via the Stanford Digital Repository may be subject to additional license and use restrictions applied by the depositor.
Preferred citation
- Preferred Citation
- Digital Appendix to Chandramohan, R., Baker, J. W., & Deierlein, G. G. (2016). Impact of hazard-consistent ground motion duration in structural collapse risk assessment. Earthquake Engineering & Structural Dynamics, 45(8), 1357–1379. doi:10.1002/eqe.2711. url: http://purl.stanford.edu/nj619hk1456
Collection
Stanford Research Data
View other items in this collection in SearchWorksContact information
- Contact
- reaganc@stanford.edu
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