Endurance time method: Difference between revisions

Content deleted Content added
Line 30:
* Optimal design of energy dissipation systems <ref name=j49/><ref name=j50/><ref name=j52/><ref name=w3/>
* Seismic assessment of structures<ref name=j7/>
* Performance-based seismic design method <ref name=j11/><ref name=j24/><ref name=j35/><ref name=j36/>
* Collapse-based seismic design method <ref>[https://doi.org/10.1016/j.istruc.2023.06.059 Jaberi V. Collapse-based design method for simple seismic design of complex structural systems such as linked column frame system. InStructuresIn Structures 2023 Sep 1 (Vol. 55, pp. 482-497). Elsevier. https://doi.org/10.1016/j.istruc.2023.06.059]</ref>
* Value -based seismic design <ref name=j37/><ref name=j38/>
* Structural optimization<ref name=j17/>
* Multi-component seismic analysis<ref name=j25/>
Line 41 ⟶ 42:
* Seismic rehabilitation<ref name=t1/>
* Collapse analysis<ref name=j22/>
* Collapse-based seismic design method <ref>[https://doi.org/10.1016/j.istruc.2023.06.059 Jaberi V. Collapse-based design method for simple seismic design of complex structural systems such as linked column frame system. InStructures 2023 Sep 1 (Vol. 55, pp. 482-497). Elsevier. https://doi.org/10.1016/j.istruc.2023.06.059]</ref>
 
== Structural type applications ==