A numerical approach to define the rotational stiffness of a prefabricated connection and experimental study

Aydoğan, Metin; Aköz, A.Y.

doi:10.1016/0045-7949(95)00104-o

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Behaviour Of the Structure And Loads Presented In The Codes1

Plain Wall System1

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1996

2013

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Article3

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Cited by 3 publications

(2 citation statements)

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“…7. In the analysis stage, the modelling of the connection region is done according to the previous studies [8] and the rigidity of the section is decreased (Fig. 6).…”

Section: Behaviour Of the Structure And Loads Presented In The Codesmentioning

confidence: 99%

Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code

Arslan

Korkmaz

Gülay

2006

Engineering Failure Analysis

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“…7. In the analysis stage, the modelling of the connection region is done according to the previous studies [8] and the rigidity of the section is decreased (Fig. 6).…”

Section: Behaviour Of the Structure And Loads Presented In The Codesmentioning

confidence: 99%

Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code

Arslan

Korkmaz

Gülay

2006

Engineering Failure Analysis

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“…The results are presented to show the importance of the rotational springs to the accuracy of the mathematical model and are compared with experimental evidence. Aydogan and Akoz [3] have suggested a numerical approach which is used to define the elastic rotational stiffness of a typical joint on the top beam of a prefabricated reinforced concrete gable frame structure. The 12 degrees of freedom triangular plane stress finite element developed is used to examine the connection region.…”

Section: Plain Wall Systemmentioning

confidence: 99%

A Background Study on Plain Wall System

Yee¹,

Choong²,

Rohim³

2013

IJET

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Abstract-Plain wall system is a system suitable for use in the field of high rise building where the main load resisting system is in the form rigidly connected wall slab member. Concrete vertical walls may serve both architecturally partitions and structurally to carry gravity and lateral loading. Moment transfer of joint is an important aspect for proper structurally functioning of plain wall system. Hence, the main aim of this study is to review literature from other researchers on plain wall system. Index Terms-Plain wall system, high rise building and moment.

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Finite element and boundary element analyses of beams and thin-wall structures — A bibliography (1994–1995)

Mackerle

1996

Finite Elements in Analysis and Design

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A numerical approach to define the rotational stiffness of a prefabricated connection and experimental study

Cited by 3 publications

References 1 publication

Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code

Damage and failure pattern of prefabricated structures after major earthquakes in Turkey and shortfalls of the Turkish Earthquake code

A Background Study on Plain Wall System

Finite element and boundary element analyses of beams and thin-wall structures — A bibliography (1994–1995)

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