| dc.creator | Flores Solano, Francisco Javier | |
| dc.date | 2018-01-11T16:47:15Z | |
| dc.date | 2018-01-11T16:47:15Z | |
| dc.date | 2016-08-22 | |
| dc.date | info:eu-repo/date/embargoEnd/2022-01-01 0:00 | |
| dc.date.accessioned | 2018-03-14T20:32:09Z | |
| dc.date.available | 2018-03-14T20:32:09Z | |
| dc.identifier | 9783903039001 | |
| dc.identifier | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85010991014&partnerID=40&md5=546e71d80a54c5f7b7f066e507d4780e | |
| dc.identifier | http://dspace.ucuenca.edu.ec/handle/123456789/29049 | |
| dc.identifier.uri | http://repositorioslatinoamericanos.uchile.cl/handle/2250/1135951 | |
| dc.description | The research presented in this paper investigates the influence of varying load-displacement shape on the computed FEMA P-695 seismic performance metrics including collapse margin ratio (CMR) for a subset of the woodframe shear wall building designs that were developed for the FEMA P-695 wood-frame example. Variation of loaddisplacement shape is accomplished by modification of three key parameters in the familiar 10-parameter CASHEW model: peak strength, displacement at peak strength and post yield stiffness. These parameters are varied to gain insight into trends in seismic performance for wood shear walls exhibiting different load-displacement shape compared to baseline assumptions of the FEMA P-695 wood-frame example. Investigation is conducted without P-Delta to reproduce the baseline evaluation and also with P-Delta effects included. For the range of parameters variations evaluated, it is generally observed that improving the peak strength parameter and post yield stiffness parameter has a greater effect on improving the collapse performance, as measured by CMR, than does an increase in the displacement at the peak strength parameter. | |
| dc.description | Vienna | |
| dc.language | en_US | |
| dc.publisher | VIENNA UNIVERSITY OF TECHNOLOGY | |
| dc.rights | info:eu-repo/semantics/openAccess | |
| dc.rights | http://creativecommons.org/licenses/by-nc-sa/3.0/ec/ | |
| dc.source | instname:Universidad de Cuenca | |
| dc.source | reponame:Repositorio Digital de la Universidad de Cuenca | |
| dc.source | WCTE 2016 - World Conference on Timber Engineering | |
| dc.subject | Seismic analysis | |
| dc.subject | Wood shear wall hysteresis model | |
| dc.subject | Wood-frame shear wall buildings | |
| dc.title | Influence of wall load-displacement shape on seismic performance of wood-frame shear wall structures | |
| dc.type | Artículos de revistas | |
