Reliabilities of distances describing bolt placement for high strength steel connections

Öztekin, Ertekin

doi:10.12989/sem.2015.54.1.149

Cited by 4 publications

(2 citation statements)

References 6 publications

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“…In practice, theoretical simulation is usually performed numerically. As with experimental methods, numerical simulation may be used to obtain simulated data [20,27,28].…”

Section: Monte Carlo Simulationmentioning

confidence: 99%

Bağ Kirişlerinin Göçme Olasılıklarının Monte Carlo Simülasyonu ile Belirlenmesi

Doran¹,

Alacali²

2017

deufmd

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Özet: Yatay yükler bağ kirişlerinde eğilme ve beraberinde önemli oranda kesme gerilmelerine neden olduğu için, boşluklu perdeli sistemlerin yapısal davranışları bağ kirişlerinin geometrik, mekanik özellikleri ve bağ kirişi katkı oranı (r) ile yakından alakalı olan davranışlarından oldukça fazla etkilenmektedir. Bu nedenle, r-değerleri boşluklu perdeli sistemlerin doğrusal olmayan hesabında önemli bir parametre olarak düşünülebilir. Bu çalışmada "r" değerlerini belirlemek amacıyla uygulamada sıkça karşılaşılan geometriye sahip yeterli sayıda boşluklu perdeli sistemler dikkate alınarak bağ kirişi katkı oranları genişletilmiş çubuk teorisi yardımı ile ifade edilmiş ve Monte Carlo simülasyonu ile sözkonusu bağ kirişlerin göçme olasılıkları hesaplanmıştır. The Failure Probability of The Coupling Beams with Monte Carlo Simulation KeywordsCoupled shear walls, Coupling ratio, Stiffness modification factor, Failure probability, Monte Carlo simulation Abstract: Since lateral loads cause bending with high shear stresses in coupling beams, the structural behavior of a coupled shear walls is greatly affected by the behavior of the coupling beams which depends on its geometrical, mechanical properties and also coupling ratio (r). The value of r considered to be one of the major issues in nonlinear analysis in coupled shear walls represents the proportion of overturning moment resisted by the coupling action. In order to evaluate the r-values by using magnified beam algorithm, an adequate number of coupled shear walls having several geometries commonly used in construction were considered and then failure probabilities of coupling beams were calculated using Monte Carlo simulation.

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“…In practice, theoretical simulation is usually performed numerically. As with experimental methods, numerical simulation may be used to obtain simulated data [20,27,28].…”

Section: Monte Carlo Simulationmentioning

confidence: 99%

Bağ Kirişlerinin Göçme Olasılıklarının Monte Carlo Simülasyonu ile Belirlenmesi

Doran¹,

Alacali²

2017

deufmd

View full text Add to dashboard Cite

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“…The optimum design of planar frames with semi-rigid connections by standard sections from (AISC) table has been Studied [3]. Steel bolted connection and bolts satiation on connection plate for high strength steel connections built up with high strength bolts have been investigated [4].…”

Section: Introductionmentioning

confidence: 99%

Seismic Response Reduction of Steel MRF Using SMA Equipped Innovated Low-damage Column Foundation Connection

2017

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Connections in MRFs are the most important members and seismic behaviour is affected by function of beam column connections as well as column foundation connections. If the connections are able to provide the required ductility and efficiency against the seismic excitation, the seismic capacity of the MRF performed by these connections will be affected. SMAs have recently been used as a tool to dissipate energy in structures. So far, using of them for column foundation connections has been applied much less. In this paper, SMAs have been introduced and an innovated column foundation connection equipped with SMA has been suggested. Micro and macro behaviour of the connection has been studied and it was applied in sample MRF. Seismic response of the MRF under different earthquakes by equipping the connection with steels/SMAs bars have been studied and compared. Finally, results indicated that MRF with this connection showed proper seismic performance.

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Investigation of flue gas temperature effects in natural gas fueled Systems: Experimental thermal performance and structural optimization

Tanriver,

2024

International Journal of Heat and Fluid Flow

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Reliabilities of distances describing bolt placement for high strength steel connections

Cited by 4 publications

References 6 publications

Bağ Kirişlerinin Göçme Olasılıklarının Monte Carlo Simülasyonu ile Belirlenmesi

Bağ Kirişlerinin Göçme Olasılıklarının Monte Carlo Simülasyonu ile Belirlenmesi

Seismic Response Reduction of Steel MRF Using SMA Equipped Innovated Low-damage Column Foundation Connection

Investigation of flue gas temperature effects in natural gas fueled Systems: Experimental thermal performance and structural optimization

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