Reviews On Structural Analysis Using The Packaged Program

Hikmet Hüseyin Çatal; Salih Zafer Dicle

Article Details

Reviews On Structural Analysis Using The Packaged Program

Authors:

Hikmet Hüseyin Çatal | Salih Zafer Dicle

Publisher:

Dokuz Eylul University

Main Topics:

Betonarme Yapılar

Journal:

Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi Vol.26 Issue 76, pp.1-8

Document Type:

Article

Publication Date:

1/2024

Document Language:

Turkish

Document ID (Org No.):

2001309958

pISSN:

1302-9304

Keywords:

Abstract:

 In the design of structural systems, it has become almost a necessity to use packaged softwares prepared according to regulations. The reason for this is that the earthquake regulations and standards, which are used for the design of the structural systems of the buildings, are quite detailed, and three-dimensional calculation models are used that more closely represent the behaviour of the structural systems under external loads. The use of packaged software in the design of structural systems provides ease of calculation to the engineer who performs the design and allows the determination of optimum cross-sectional dimensions by easily changing the system mathematical model. However, during the structural analysis carried out using the packaged software, it is very important for the accuracy of the outputs to be obtained from the mathematical model, which is formed by entering data into the software, accurately represents the structural behaviour. In this study, the issues that should be considered in the construction of the mathematical model in the structural analysis carried out using the packaged software were examined.

 In the design of structural systems, it has become almost a necessity to use packaged softwares prepared according to regulations. The reason for this is that the earthquake regulations and standards, which are used for the design of the structural systems of the buildings, are quite detailed, and three-dimensional calculation models are used that more closely represent the behaviour of the structural systems under external loads. The use of packaged software in the design of structural systems provides ease of calculation to the engineer who performs the design and allows the determination of optimum cross-sectional dimensions by easily changing the system mathematical model. However, during the structural analysis carried out using the packaged software, it is very important for the accuracy of the outputs to be obtained from the mathematical model, which is formed by entering data into the software, accurately represents the structural behaviour. In this study, the issues that should be considered in the construction of the mathematical model in the structural analysis carried out using the packaged software were examined.

 In the design of structural systems, it has become almost a necessity to use packaged softwares prepared according to regulations. The reason for this is that the earthquake regulations and standards, which are used for the design of the structural systems of the buildings, are quite detailed, and three-dimensional calculation models are used that more closely represent the behaviour of the structural systems under external loads. The use of packaged software in the design of structural systems provides ease of calculation to the engineer who performs the design and allows the determination of optimum cross-sectional dimensions by easily changing the system mathematical model. However, during the structural analysis carried out using the packaged software, it is very important for the accuracy of the outputs to be obtained from the mathematical model, which is formed by entering data into the software, accurately represents the structural behaviour. In this study, the issues that should be considered in the construction of the mathematical model in the structural analysis carried out using the packaged software were examined.

 Yapıların taşıyıcı sistemlerinin tasarımında esas alınan deprem yönetmeliği ve standartların oldukça detaylı olması, dış yükler altında taşıyıcı sistemlerin davranışını gerçeğe daha yakın temsil eden üç boyutlu hesap modelleri kullanılması nedenleri ile taşıyıcı sistemlerin tasarımında, yönetmeliklere göre hazırlanmış paket programların kullanılması neredeyse zorunluluk haline gelmiştir. Taşıyıcı sistemlerin tasarımında paket programların kullanılması, tasarımı gerçekleştiren mühendise hesap kolaylığı sağlamakta ve sistem hesap modelinin kolaylıkla değiştirilerek optimum kesit boyutlarının belirlenmesine olanak sağlamaktadır. Ancak paket program kullanılarak gerçekleştirilen yapısal analizi sırasında, programlara veri girilmek suretiyle teşkil edilen hesap modelinin yapı davranışını doğru temsil etmesi, elde edilecek çıktılarının doğruluğu için oldukça önemlidir. Bu çalışmada, paket program kullanılarak gerçekleştirilen yapısal analizde, hesap modelinin teşkil edilmesinde dikkat edilmesi gereken hususlar irdelenmiştir.

Article Details

Reviews On Structural Analysis Using The Packaged Program

Authors:

Hikmet Hüseyin Çatal | Salih Zafer Dicle

Publisher:

Dokuz Eylul University

Main Topics:

Betonarme Yapılar

Journal:

Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi Vol.26 Issue 76, pp.1-8

Document Type:

Article

Publication Date:

1/2024

Document Language:

Turkish

Document ID (Org No.):

2001309958

pISSN:

1302-9304

Structural analysis

Matrix-displacement method

Stiffness matriceYapısal analiz

Matris-Deplasman Yöntemi

Rijitlik Matrisi

Issues

Article Details

Reviews On Structural Analysis Using The Packaged Program

Authors: Hikmet Hüseyin Çatal | Salih Zafer Dicle

Publisher: Dokuz Eylul University

Main Topics: Betonarme Yapılar

Journal: Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi Vol.26 Issue 76, pp.1-8

Document Type: Article

Publication Date: 1/2024

Document Language: Turkish

Document ID (Org No.): 2001309958

pISSN: 1302-9304

Structural analysis

Matrix-displacement method

Stiffness matriceYapısal analiz

Matris-Deplasman Yöntemi

Rijitlik Matrisi

Issues

Authors:

Hikmet Hüseyin Çatal | Salih Zafer Dicle

Publisher:

Dokuz Eylul University

Main Topics:

Betonarme Yapılar

Journal:

Dokuz Eylül Üniversitesi Mühendislik Fakültesi Fen ve Mühendislik Dergisi Vol.26 Issue 76, pp.1-8

Document Type:

Article

Publication Date:

1/2024

Document Language:

Turkish

Document ID (Org No.):

2001309958

pISSN:

1302-9304