Improved Infill Walls and Rehabilitation of Existing Low-Rise Buildings

Karadoğan, Faruk; Pala, Sumru; İlki, Alper; Yüksel, Ercan; Mowrtage, Waiel; Teymür, Pınar; Erol, Gülseren; Taşkin, Kıvanç; Comlek, Rasit

doi:10.1007/978-90-481-2681-1_19

Cited by 8 publications

(2 citation statements)

References 5 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…For this purpose firstly, studies in the technical literature on the strengthening of the school building and the location and effects of the shear wall were examined [19][20][21][22][23][24][25][26][27][28][29][30][31]. Later, two different strengthening projects were prepared when the existing school building could not provide the target performance levels.…”

Section: Preparing the Strengthening Projects Of The Kalaycılar Prima...mentioning

confidence: 99%

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Coşkun,

Gürsoy,

Garip

2024

Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi

View full text Add to dashboard Cite

Earthquakes that frequently occur in Turkey may cause structural damage in structures, and/or existing structures cannot provide the new earthquake code requirements. This matter requires us to check the static suitability of existing structures and strengthen them when necessary. In this article, a comparative evaluation of two different strengthening projects, which are considered to be implemented in Kalaycılar primary school in Yenice district of Karabük province, according to 2007 and 2019 Turkish earthquake regulations, is made. For this purpose, the survey projects of the said school building were first prepared, and laboratory experiments were carried out according to the level of comprehensive knowledge. Then, according to the findings obtained from the laboratory experiments, the performance analyses of the school building in question were made according to the 2007 and 2019 Turkish earthquake regulations. According to carried out the performance analyses, two different strengthening projects prepared for the school building have presented some results and suggestions by comparing the 2007 and 2019 Turkish earthquake regulations.

show abstract

Section: Preparing the Strengthening Projects Of The Kalaycılar Prima...mentioning

confidence: 99%

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Coşkun,

Gürsoy,

Garip

2024

Erzincan Üniversitesi Fen Bilimleri Enstitüsü Dergisi

View full text Add to dashboard Cite

show abstract

“…Seismic retrofitting is very important because of the demand of seismic motion on structures and recent experiences of large earthquake near urban areas. For example, in Istanbul, Turkey has a lot of old buildings that are designed without considering the seismic codes and not strengthened for earthquake conditions [1]. The principal objective of seismic retrofitting is to achieve the retrofit performance such as increasing deformability, increasing strength and ensuring that the structure will not collapse on occupants or passersby.…”

Section: Introductionmentioning

confidence: 99%

Retrofitting of a Double Unit Tunnel Form Building Using Additional RC Wall, Steel Angle and CFRP

Hamid

Anuar

Azmi

2014

AMM

View full text Add to dashboard Cite

Tunnel form construction is widely known as modern construction method that enables the construction of horizontal and vertical elements simultaneously. It is quickly construct low cost, high quality and earthquake safe to construct cellular buildings. Main objective of this study is to determine the seismic retrofitting performance of a double unit tunnel form building when retrofitted using additional RC wall, steel angle and Carbon Fiber Reinforced Polymer (CFRP) when tested under in-plane lateral cyclic loading. A comparison of tunnel form building was made before and after retrofitting in terms of lateral strength, stiffness, ductility and equivalent viscous damping. Result indicates that retrofitting method using additional RC wall, steel angle and CFRP was able to increase the lateral strength, ductility and equivalent viscous damping under in-plane lateral cyclic loading. The result also shows the effectiveness of additional RC wall, steel angle and CFRP in improving the shear resistances and deformation capacities of concrete structures and delaying their stiffness degradation under earthquake loading.

show abstract

Quasi-static and pseudo-dynamic testing of infilled RC frames retrofitted with CFRP material

Özkaynak

Yüksel

Büyüköztürk

et al. 2011

Composites Part B: Engineering

View full text Add to dashboard Cite

Improved Infill Walls and Rehabilitation of Existing Low-Rise Buildings

Cited by 8 publications

References 5 publications

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Evaluation of Different Strengthening Projects of Yenice Kalaycılar Primary School According to 2007 and 2019 Turkish Earthquake Regulations

Retrofitting of a Double Unit Tunnel Form Building Using Additional RC Wall, Steel Angle and CFRP

Quasi-static and pseudo-dynamic testing of infilled RC frames retrofitted with CFRP material

Contact Info

Product

Resources

About