Arama Sonu&ccedil;ları D&ouml;nmez, Cemalettin. SirsiDynix Enterprise https://catalog.iyte.edu.tr/client/tr_TR/default_tr/default_tr/qu$003dD$0025C3$0025B6nmez$00252C$002bCemalettin.$0026rm$003dTEZ$002bKOLEKSIYONU0$00257C$00257C$00257C1$00257C$00257C$00257C0$00257C$00257C$00257Ctrue$0026te$003dILS$0026ps$003d300?dt=list 2025-07-01T04:49:52Z Assessment of the 2018 Turkish seismic regulations unreinforced masonry construction specifications through a case study structure ent://SD_ILS/0/SD_ILS:2204284 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z 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/> Effect of column-beam moment capacity ratios on the frame plastic failure mechanism ent://SD_ILS/0/SD_ILS:2342532 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z 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/> Manipulation of structural design parameters to mitigate the concentrarion of interstory drift ratios ent://SD_ILS/0/SD_ILS:2146328 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z 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/> Investigation of the effect of structural grid discontinuity on the earthquake behavior of midrise RC moment frames ent://SD_ILS/0/SD_ILS:2140871 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;Gemici Yormaz, Mefk&uuml;re Banu, author.<br/><a href="https://hdl.handle.net/11147/10928">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Stiffnes requirements of shear diaphragms used to brace steel I-beams ent://SD_ILS/0/SD_ILS:1563867 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;Akbaba, Anda&ccedil;, author.<br/><a href="http://hdl.handle.net/11147/6579">Access to Electronic Versiyon.</a><br/>Format:&#160;Kitap<br/> Estimation of frequency response fuction for experimental modal analysis ent://SD_ILS/0/SD_ILS:47637 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;Karakan, Eyy&uuml;b.<br/><a href="http://hdl.handle.net/11147/3697">Access to Electronic Version.</a><br/>Format:&#160;El Yazması<br/> Strength requirements of shear diaphragms used to brace steel I-beams ent://SD_ILS/0/SD_ILS:479023 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;Vardaroğlu, Mustafa, author.<br/><a href="http://hdl.handle.net/11147/4284">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Evaluation of effective stiffness procedures in seismic design of reinforced concrete frames ent://SD_ILS/0/SD_ILS:2237815 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;Şenol, Duygu, author.<br/><a href="https://hdl.handle.net/11147/12012">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Dynamic behavior of reinfor ced concrete frames with infill walls ent://SD_ILS/0/SD_ILS:137185 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;&Ccedil;ankaya, Mehmet Alper.<br/><a href="http://hdl.handle.net/11147/3134">Access to Electronic Version.</a><br/>Format:&#160;El Yazması<br/> Structural design of RC structures from sustainable development perspective ent://SD_ILS/0/SD_ILS:2358537 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;G&uuml;ltepe, Ekin, author.<br/><a href="https://hdl.handle.net/11147/14452">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Effect of infill wall stiffness variations on the behavior of reinforced concrete frames under earthquake demands ent://SD_ILS/0/SD_ILS:392569 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;S&ouml;nmez, Egemen.<br/><a href="http://hdl.handle.net/11147/3567">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/> Seismic analysis of an ancient lighthouse by meso-scale modeling technique ent://SD_ILS/0/SD_ILS:2204266 2025-07-01T04:49:52Z 2025-07-01T04:49:52Z by&#160;G&ouml;z&uuml;n, Safiyullah &Uuml;veys, author.<br/><a href="https://hdl.handle.net/11147/11060">Access to Electronic Versiyon.</a><br/>Format:&#160;El Yazması<br/>