Search Results for - Narrowed by: Earthquake resistant design. SirsiDynix Enterprise https://catalog.iyte.edu.tr/client/tr_TR/default_tr/default_tr/qf$003dSUBJECT$002509Subject$002509Earthquake$002bresistant$002bdesign.$002509Earthquake$002bresistant$002bdesign.$0026rm$003dTEZ$002bKOLEKSIYONU0$00257C$00257C$00257C1$00257C$00257C$00257C0$00257C$00257C$00257Ctrue$0026te$003dILS$0026ps$003d300$0026isd$003dtrue? 2024-04-19T09:57:57Z Effect of column-beam moment capacity ratios on the frame plastic failure mechanism ent://SD_ILS/0/SD_ILS:2342532 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Akhtari, Rohullah, author.<br/><a href="https://hdl.handle.net/11147/13734">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Enhancing earthquake performance of civil structures via structural control ent://SD_ILS/0/SD_ILS:2205231 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Şenol, Vedat, author.<br/><a href="https://hdl.handle.net/11147/11945">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Manipulation of structural design parameters to mitigate the concentrarion of interstory drift ratios ent://SD_ILS/0/SD_ILS:2146328 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;S&ouml;nmez, Egemen, author.<br/><a href="https://hdl.handle.net/11147/9669">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Assessment of the 2018 Turkish seismic regulations unreinforced masonry construction specifications through a case study structure ent://SD_ILS/0/SD_ILS:2204284 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Turan, Egecan, author.<br/><a href="https://hdl.handle.net/11147/11037">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Structural vulnerability of ancient dry masonry towers under lateral loading ent://SD_ILS/0/SD_ILS:2133901 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Gen&ccedil;er, Funda, author.<br/><a href="https://hdl.handle.net/11147/7420">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Evaluation of behaviour factors of steel moment resisting frames ent://SD_ILS/0/SD_ILS:2133933 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Baran, İbrahim, author.<br/><a href="https://hdl.handle.net/11147/7397">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Performance-based seismic design of reinforced concrete frame buildings: A direct displacement-based approach ent://SD_ILS/0/SD_ILS:517889 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Karimzada, Nisar Ahmad, author.<br/><a href="http://hdl.handle.net/11147/4333">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Seismic behavior of steel I-beams reinfor ced with glass fiber reinforced polymer: An experimental study ent://SD_ILS/0/SD_ILS:107338 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;Yormaz, Doruk.<br/><a href="http://hdl.handle.net/11147/3050">Access to Electronic Version.</a><br/>Format:&#160;El Yazması<br/> Seismic behavior of steel i-beams modified by a welded haunch and reinforced with glass fiber reinforced polymers ent://SD_ILS/0/SD_ILS:57727 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;&Ouml;zdemir, Timur.<br/><a href="http://hdl.handle.net/11147/3799">Access to Electronic Version.</a><br/>Format:&#160;El Yazması<br/> Investigation of the benefits of variable orifice dampers used in an earthquake excited three story structure ent://SD_ILS/0/SD_ILS:100806 2024-04-19T09:57:57Z 2024-04-19T09:57:57Z by&#160;G&ouml;kdağ, Hakan.<br/><a href="http://hdl.handle.net/11147/3022">Access to Electronic Version.</a><br/>Format:&#160;El Yazması<br/>