Search Results for - Narrowed by: Tez Koleksiyonu - Earthquake resistant design.SirsiDynix Enterprisehttps://catalog.iyte.edu.tr/client/tr_TR/default_tr/default_tr/qf$003dLOCATION$002509Shelf$002bLocation$0025091$00253ATHESIS$002509Tez$002bKoleksiyonu$0026qf$003dSUBJECT$002509Subject$002509Earthquake$002bresistant$002bdesign.$002509Earthquake$002bresistant$002bdesign.$0026rm$003dTEZ$002bKOLEKSIYONU0$00257C$00257C$00257C1$00257C$00257C$00257C0$00257C$00257C$00257Ctrue$0026te$003dILS$0026ps$003d300?2024-04-24T20:01:07ZEffect of column-beam moment capacity ratios on the frame plastic failure mechanisment://SD_ILS/0/SD_ILS:23425322024-04-24T20:01:07Z2024-04-24T20:01:07Zby Akhtari, Rohullah, author.<br/><a href="https://hdl.handle.net/11147/13734">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Enhancing earthquake performance of civil structures via structural controlent://SD_ILS/0/SD_ILS:22052312024-04-24T20:01:07Z2024-04-24T20:01:07Zby Şenol, Vedat, author.<br/><a href="https://hdl.handle.net/11147/11945">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Assessment of the 2018 Turkish seismic regulations unreinforced masonry construction specifications through a case study structureent://SD_ILS/0/SD_ILS:22042842024-04-24T20:01:07Z2024-04-24T20:01:07Zby Turan, Egecan, author.<br/><a href="https://hdl.handle.net/11147/11037">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Manipulation of structural design parameters to mitigate the concentrarion of interstory drift ratiosent://SD_ILS/0/SD_ILS:21463282024-04-24T20:01:07Z2024-04-24T20:01:07Zby Sönmez, Egemen, author.<br/><a href="https://hdl.handle.net/11147/9669">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Structural vulnerability of ancient dry masonry towers under lateral loadingent://SD_ILS/0/SD_ILS:21339012024-04-24T20:01:07Z2024-04-24T20:01:07Zby Gençer, Funda, author.<br/><a href="https://hdl.handle.net/11147/7420">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Evaluation of behaviour factors of steel moment resisting framesent://SD_ILS/0/SD_ILS:21339332024-04-24T20:01:07Z2024-04-24T20:01:07Zby Baran, İbrahim, author.<br/><a href="https://hdl.handle.net/11147/7397">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Performance-based seismic design of reinforced concrete frame buildings: A direct displacement-based approachent://SD_ILS/0/SD_ILS:5178892024-04-24T20:01:07Z2024-04-24T20:01:07Zby Karimzada, Nisar Ahmad, author.<br/><a href="http://hdl.handle.net/11147/4333">Access to Electronic Versiyon.</a><br/>Format: El Yazması<br/>Seismic behavior of steel I-beams reinfor ced with glass fiber reinforced polymer: An experimental studyent://SD_ILS/0/SD_ILS:1073382024-04-24T20:01:07Z2024-04-24T20:01:07Zby Yormaz, Doruk.<br/><a href="http://hdl.handle.net/11147/3050">Access to Electronic Version.</a><br/>Format: El Yazması<br/>Seismic behavior of steel i-beams modified by a welded haunch and reinforced with glass fiber reinforced polymersent://SD_ILS/0/SD_ILS:577272024-04-24T20:01:07Z2024-04-24T20:01:07Zby Özdemir, Timur.<br/><a href="http://hdl.handle.net/11147/3799">Access to Electronic Version.</a><br/>Format: El Yazması<br/>Investigation of the benefits of variable orifice dampers used in an earthquake excited three story structureent://SD_ILS/0/SD_ILS:1008062024-04-24T20:01:07Z2024-04-24T20:01:07Zby Gökdağ, Hakan.<br/><a href="http://hdl.handle.net/11147/3022">Access to Electronic Version.</a><br/>Format: El Yazması<br/>