Yıl 2018, Cilt 19, Sayı 2, Sayfalar 242 - 252 2018-03-31

INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES

HANDE GÖKDEMİR [1] , AYTEN GÜNAYDIN [2]

126 209

It is expected that the engineering constructions should carry the vertical and horizontal loads during the service within the determined safety margin. Basic principal of having strong column weak beam preference is essential for earthquake resistant structures for all construction types including concrete, steel, wood and prefabricated. The major criteria for having earthquake resistant structure is to ensure that the columns are stronger and carry the most load than the beam in the nodes. This criterion has been widely adopted in earthquake codes in Europe, USA, Japan and India. It is possible to absorb and consume the earthquake energy via beam plastic joint hinges if the columns are constructed to be more durable than the beams. For this, it is foreseen that the ratio of the ultimate strength of the upper and lower columns to the right and left beams (β) should be greater than one (β = 1.2) in the beam-column joints as stated in the Turkish Earthquake Code. This coefficient is usually greater than 1.2 in the earthquake codes adopted in the world. It was observed that many structures were damaged or collapsed due to not meeting the coefficient criteria stated above. This criterion is the most effective one among many to prevent the damage in the structure under seismic action. In this study, the effect of the change in the coefficient on the column and beam moments is investigated under the Turkish Earthquake Code. Different numerical examples are presents for the coefficient of 10. The results of the investigation highlighted that irregularity in the strong column weak beam composition may negatively affect the other irregularities in the structure.

Strong column – weak beam, beam-column joint, plastic hinge, ultimate strength
  • Prof.Dr.Hasan Gönen, Eskisehir Osmangazi University, Department of Civil Engineering, Eskisehir, hgonen@ogu.edu.tr Prof.Dr.Eşref Ünlüoğlu, Eskisehir Osmangazi University, Department of Civil Engineering, Eskisehir, esrefu@ogu.edu.tr
Birincil Dil en
Konular Mühendislik ve Temel Bilimler
Dergi Bölümü Araştırma Makalesi
Yazarlar

Yazar: HANDE GÖKDEMİR (Sorumlu Yazar)
Kurum: Eskisehir Osmangazi University, Department of Civil Engineering, Eskisehir
Ülke: Turkey


Yazar: AYTEN GÜNAYDIN
Kurum: Eskisehir Osmangazi University, Department of Civil Engineering, Eskisehir
Ülke: Turkey


Bibtex @araştırma makalesi { aubtda359828, journal = {Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik}, issn = {1302-3160}, eissn = {2146-0205}, address = {Eskişehir Teknik Üniversitesi}, year = {2018}, volume = {19}, pages = {242 - 252}, doi = {10.18038/aubtda.359828}, title = {INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES}, key = {cite}, author = {GÖKDEMİR, HANDE and GÜNAYDIN, AYTEN} }
APA GÖKDEMİR, H , GÜNAYDIN, A . (2018). INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES. Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik, 19 (2), 242-252. DOI: 10.18038/aubtda.359828
MLA GÖKDEMİR, H , GÜNAYDIN, A . "INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES". Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik 19 (2018): 242-252 <http://dergipark.gov.tr/aubtda/issue/33078/359828>
Chicago GÖKDEMİR, H , GÜNAYDIN, A . "INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES". Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik 19 (2018): 242-252
RIS TY - JOUR T1 - INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES AU - HANDE GÖKDEMİR , AYTEN GÜNAYDIN Y1 - 2018 PY - 2018 N1 - doi: 10.18038/aubtda.359828 DO - 10.18038/aubtda.359828 T2 - Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik JF - Journal JO - JOR SP - 242 EP - 252 VL - 19 IS - 2 SN - 1302-3160-2146-0205 M3 - doi: 10.18038/aubtda.359828 UR - http://dx.doi.org/10.18038/aubtda.359828 Y2 - 2018 ER -
EndNote %0 Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES %A HANDE GÖKDEMİR , AYTEN GÜNAYDIN %T INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES %D 2018 %J Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik %P 1302-3160-2146-0205 %V 19 %N 2 %R doi: 10.18038/aubtda.359828 %U 10.18038/aubtda.359828
ISNAD GÖKDEMİR, HANDE , GÜNAYDIN, AYTEN . "INVESTIGATION OF STRONG COLUMN – WEAK BEAM RATIO IN MULTI-STOREY STRUCTURES". Anadolu Üniversitesi Bilim Ve Teknoloji Dergisi A - Uygulamalı Bilimler ve Mühendislik 19 / 2 (Mart 2018): 242-252. http://dx.doi.org/10.18038/aubtda.359828