Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Bora Akşar"'
Publikováno v:
Case Studies in Construction Materials, Vol 15, Iss , Pp e00700- (2021)
Concrete is currently among the most widely used materials all around the world. The main advantages of concrete include durability, versatility, and high compressive strength, but significant disadvantages include low tensile strength, low shear str
Externí odkaz:
https://doaj.org/article/41310c7f9ee14495ad436c6d12154213
Publikováno v:
Volume: 33, Issue: 2 441-458
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Kuvvetli deprem yer hareketi altıda doğrusal olmayan davranış gösteren yapıların tasarımı mühendisler açısından önemli bir konudur. Bu amaçla, elastik sismik kuvvet isteminin azaltılması ve gerçek deplasmanın tahmini için deprem y
Autor:
Muhammed Alperen Ozdemir, Ercan Serif Kaya, Bulent Akbas, BurcinSenol Seker, Bora Akşar, Ferit Cakir, Eren Uckan
Publikováno v:
Engineering Failure Analysis. 77:146-159
Ozdemir, Muhammed Alperen/0000-0002-3629-4341 WOS: 000399625300014 After the industrial revolution, the use of jack arch slabs (JAS) was quite common in many historical structures with the availability of iron and steel in structural engineering fiel
Publikováno v:
Applied Mechanics and Materials. 847:210-221
This study presents an energy approach to the seismic evaluation of steel moment resisting frames. A structure subjected to strong ground motion is supposed that it shows nonlinear behavior. Energy parameters is a way to specify the structural damage
Publikováno v:
Applied Mechanics and Materials. 847:222-232
This study focuses on exploring the seismic axial loads for columns in steel moment resisting frames (SMRFs) under strong ground motions. For this purpose, the increases in axial loads are investigated at the maximum lateral load level and the corres
Publikováno v:
Volume: 33, Issue: 1
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Bu calisma, capraz elemanlarin dayanimindaki rastlantisal farklardan dolayi merkezi caprazli cerceveler (MCC) kullanilarak tasarlanmis yapilarin kuvvetli deprem yer hareketleri altinda sergiledigi burulma davranisini incelemeyi amaclamistir. Bu calis
Publikováno v:
Volume: 18, Issue: 53 239-255
Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi
Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi
Even though some empirical formulas for hysteretic energy (EH) to energy input (EI) ratio have been proposed in the literature, they all assume that this ratio is the same for any period range and do not consider either the ground motion properties o