Suchergebnisse - "Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering"

Impact of developed train models and historical traffic modeling on the fatigue life of a 19th century truss railway bridge member ; Geliştirilen tren modelleri ve tarihsel trafik modellemesinin 19. Yüzyıl yapımı bir kafes demiryolu köprüsü elemanının yorulma ömrüne tesiri

Autoren: Kurtuluş, Alkım Yaşar Caner, Alp Department of Civil Engineering

Weitere Verfasser: Kurtuluş, Alkım Yaşar Caner, Alp Department of Civil Engineering

Schlagwörter: Synthetic train models, Synthetic traffic, Historical bridge, Steel truss railway bridge, Finite element model calibration, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Steel Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Transportation Engineering::Bridges, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Performance of Constructed Facilities, Arbis Subjects::Engineering and Technology::Civil Engineering::Mechanical::Structural Mechanics, Arbis Subjects::Engineering and Technology::Civil Engineering::Transportation Engineering::Railways Engineering (railroads, metro, etc.)

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/115638

Verfügbarkeit: https://hdl.handle.net/11511/115638

Seismic performance of bridge joints: Influence of gap distance on structural poundings ; Köprü derzlerinin sismik performansı: Boşluk mesafesinin yapısal darbelere etkisi

Autoren: Gökçe, Yahya Caner, Alp Department of Civil Engineering

Weitere Verfasser: Gökçe, Yahya Caner, Alp Department of Civil Engineering

Schlagwörter: Seismic Pounding, Bridge Structures, Gap Size, Structural Response, Nonlinear Time-History Analysis, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: 148 pages; application/pdf

Relation: https://hdl.handle.net/11511/115639

Verfügbarkeit: https://hdl.handle.net/11511/115639

DEVELOPMENT OF HYSTERETIC DAMPERS FOR CONCENTRICALLY BRACED FRAMES ; MERKEZİ ÇAPRAZLI ÇELİK ÇERÇEVELER İÇİN HİSTERETİK ENERJİ SÖNÜMLEYİCİLERİN GELİŞTİRİLMESİ

Autoren: Dursun, Süleyman Eren Topkaya, Cem Department of Civil Engineering

Weitere Verfasser: Dursun, Süleyman Eren Topkaya, Cem Department of Civil Engineering

Schlagwörter: Concentrically Braced Frames, Damper, Bolted and Welded Connections, Experimental Testing, Finite Element Analysis, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Buildings (industrial, commercial and public), Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Steel Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/115413

Verfügbarkeit: https://hdl.handle.net/11511/115413

A comparative study on computational methods for determining strut and tie model ; Çubuk analojisi modelinin belirlenmesine yönelik hesaplama yöntemleri üzerine karşılaştırmalı bir çalışma

Autoren: Albayrak, Can Kurç, Özgür Department of Civil Engineering

Weitere Verfasser: Albayrak, Can Kurç, Özgür Department of Civil Engineering

Schlagwörter: Strut-and-Tie Model, Internal Force Flow, Evolutionary Structural Optimization, Analytical Elements, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Computer Sciences, Arbis Subjects::Engineering and Technology::Computer Sciences::Algorithms, Arbis Subjects::Engineering and Technology::Computer Sciences::Algorithms::Computational Model

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/114166

Verfügbarkeit: https://hdl.handle.net/11511/114166

SEISMIC ASSESSMENT OF BUILDINGS ON CAST IN PLACE PILES WITH RIGOROUS MODELLING OF SOIL-PILE-STRUCTURE INTERACTIONS ; ZEMİN-KAZIK-YAPI ETKİLEŞİMLERİNİN KAPSAMLI MODELLENMESİYLE YERİNDE DÖKME KAZIKLAR ÜZERİNDEKİ BİNALARIN SİSMİK DEĞERLENDİRMESİ

Autoren: Özgenoğlu, Müge Arıcı, Yalın Department of Civil Engineering

Weitere Verfasser: Özgenoğlu, Müge Arıcı, Yalın Department of Civil Engineering

Schlagwörter: Pile Foundations, PSoil Structure Interactions, Nonlinear Dynamic Analysis, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/114107

Verfügbarkeit: https://hdl.handle.net/11511/114107

Nonlinear behavior of fiber reinforced concrete beam-column connections under seismic loading ; Lifli beton ile üretilen kolon-kiriş birleşim bölgelerinin deprem yükleri altında doğrusal olmayan davranışı

Autoren: Fares, Anas M. H. Burak Bakır, Burcu Department of Civil Engineering

Weitere Verfasser: Fares, Anas M. H. Burak Bakır, Burcu Department of Civil Engineering

Schlagwörter: Beam-column connection, Fiber reinforced concrete (FRC), Joint shear strength, Shear strain, Finite element analysis, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Repair and Strengthening in Buildings

Dateibeschreibung: 290 pages; application/pdf

Relation: https://hdl.handle.net/11511/113055

Verfügbarkeit: https://hdl.handle.net/11511/113055

Energy-Based Seismic Response Assessment of Simple Structural Systems by Considering Turkish Strong Ground Motion Dataset ; Türkiye Kuvvetli Yer Hareketi Veri Tabani Kullanilarak Basit Yapisal Sistemlerin Enerji Esasli Sismik Tepkilerinin İncelenmesi

Autoren: Damirzade, Toghrul Erberik, Murat Altuğ Department of Civil Engineering

Weitere Verfasser: Damirzade, Toghrul Erberik, Murat Altuğ Department of Civil Engineering

Schlagwörter: Energy-based Earthquake Engineering, Ground Motion Intensity Measures, Elastic Input Energy, Design Input Energy Spectrum, Inelastic Input Energy, Hysteretic Energy, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/111559

Verfügbarkeit: https://hdl.handle.net/11511/111559

The effect of inelastic behavior of beam-to-column connection regions on the seismic performance of RC frame structures ; Birleşim bölgelerinde gözlenen inelastik davranışın betonarme çerçeve sistemlerin deprem yükü altındaki davranışlarına etkisi

Autoren: Akın, Umut Burak Bakır, Burcu Department of Civil Engineering

Weitere Verfasser: Akın, Umut Burak Bakır, Burcu Department of Civil Engineering

Schlagwörter: Beam-column connection, Beam-column joint, Shear strength, Shear strain, Reinforced concrete frame structure, Panel zone, Nonlinear analysis, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Buildings (industrial, commercial and public), Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/108944

Verfügbarkeit: https://hdl.handle.net/11511/108944

Developing an energy-dissipating plastic hinge cell for earthquake protection of buildings ; Binaların depreme karşı korunması için enerji sönümleyici plastik mafsal hücresi geliştirilmesi

Autoren: Tanışer, Sadun Sucuoğlu, Haluk Department of Civil Engineering

Weitere Verfasser: Tanışer, Sadun Sucuoğlu, Haluk Department of Civil Engineering

Schlagwörter: Seismic Response, Energy Dissipating Device, Plastic Hinge Cell, Replaceable Device, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: 173 pages; application/pdf

Relation: https://hdl.handle.net/11511/109148

Verfügbarkeit: https://hdl.handle.net/11511/109148

Earthquake Resistance Assessment and Improvement for Non-Engineered Confined Masonry Houses in Indonesia ; Endonezya’da Mühendislik Hizmeti Almamış Kuşatılmış Yığma Evlerin Depreme Karşı Dayanıklı Değerlendirilmesi ve Geliştirilmesi

Autoren: Putra, Muhamad Abiyyu Ali Türer, Ahmet Department of Civil Engineering

Weitere Verfasser: Putra, Muhamad Abiyyu Ali Türer, Ahmet Department of Civil Engineering

Schlagwörter: Earthquake Resistant Design, Confined Masonry House, Non-Engineered House, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Masonry Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: 183 pages; application/pdf

Relation: https://hdl.handle.net/11511/109558

Verfügbarkeit: https://hdl.handle.net/11511/109558

A numerical investigation of track-bridge interaction in railway bridges ; Demiryolu köprülerinde ray-köprü etkileşiminin sayısal olarak incelenmesi

Autoren: Öztürk, Alper Baran, Eray Department of Civil Engineering

Weitere Verfasser: Öztürk, Alper Baran, Eray Department of Civil Engineering

Schlagwörter: Additional rail stress, High-Speed railway, Continuously welded rail, Time-History analysis, Track-Bridge interaction, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Transportation Engineering::Bridges

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/108250

Verfügbarkeit: https://hdl.handle.net/11511/108250

SEISMIC BEHAVIOR OF POST-TENSIONED BEAMS ; ARDGERMELİ BETONARME KİRİŞLERİN SİSMİK DAVRANIŞI

Autoren: Karageyik, Can Binici, Barış Department of Civil Engineering

Weitere Verfasser: Karageyik, Can Binici, Barış Department of Civil Engineering

Schlagwörter: Post-tension, Reinforced Concrete, Beam, Seismic Design, Ductility, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/110502

Verfügbarkeit: https://hdl.handle.net/11511/110502

Quantifying uncertainties in fragility function parameter estimation for structural modeling uncertainties ; Yapısal modelleme belirsizlikleri için kırılganlık fonksiyonu parametre tahmini belirsizliklerinin ölçülmesi

Autoren: Ünal, Barış Askan Gündoğan, Ayşegül Erberik, Murat Altuğ et al.

Weitere Verfasser: Ünal, Barış Askan Gündoğan, Ayşegül Erberik, Murat Altuğ et al.

Schlagwörter: Structural fragility, Modeling uncertainty, Uncertainty quantification, Parameter sensitivity, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Buildings (industrial, commercial and public), Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/109363

Verfügbarkeit: https://hdl.handle.net/11511/109363

EVALUATION OF THE SEISMIC PERFORMANCE OF A LOW-RISE SPECIAL MOMENT-RESISTING STEEL FRAME STRUCTURE DESIGNED ACCORDING TO THE TURKISH BUILDING EARTHQUAKE CODE (2018) ; 2018 TÜRKİYE DEPREM YÖNETMELİĞİNE GÖRE TASARLANAN ALÇAK KATLI SÜNEKLİK DÜZEYİ YÜKSEK ÇELİK ÇERÇEVE BİR YAPININ SİSMİK PERFORMANS DEĞERLENDİRMESİ

Autoren: Temizer, Sümeyye Selen Sarıtaş, Afşin Department of Civil Engineering

Weitere Verfasser: Temizer, Sümeyye Selen Sarıtaş, Afşin Department of Civil Engineering

Schlagwörter: Earthquake, Seismic Design, Time-History Analysis, Infill Wall, Basement Floor, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Steel Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/111544

Verfügbarkeit: https://hdl.handle.net/11511/111544

Development of enhanced modeling techniques for nonlinear behavior and crack opening in reinforced concrete structures using the applied element method ; Betonarme yapilarda doğrusal olmayan davraniş ve çatlak açilmalarinin iyileştirilmiş modellemesi için uygulamali eleman yönteminin geliştirilmesi

Autoren: Muka, Norgen Arıcı, Yalın Department of Civil Engineering

Weitere Verfasser: Muka, Norgen Arıcı, Yalın Department of Civil Engineering

Schlagwörter: Applied Element, Bond, Crack Width, Discrete Element, Reinforced Concrete, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/108300

Verfügbarkeit: https://hdl.handle.net/11511/108300

Evaluation of punching shear capacity of two-way flat slab-column connections strengthened with externally bonded FRP: A database study ; Dışarıdan yapıştırılmış lifli polimerler ile güçlendirilmiş iki yönlü dçşeme-kolon bağlantılarının zımbalama kuvveti kapasitelerinin değerlendirilmesi: Veri tabanı çalışması

Autoren: Yağar, Ali Cem Ince Derogar, Ceren Derogar, Shahram et al.

Weitere Verfasser: Yağar, Ali Cem Ince Derogar, Ceren Derogar, Shahram et al.

Schlagwörter: punching shear strength, ACI code equation, FRP strengthening, proposed equation, sustainability, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Repair and Strengthening in Buildings, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Concrete Structures

Dateibeschreibung: 70 pages; application/pdf

Relation: https://hdl.handle.net/11511/104793

Verfügbarkeit: https://hdl.handle.net/11511/104793

COMPARATIVE ASSESSMENT OF THE SEISMIC PERFORMANCE OF FIXED BASE AND ROCKING BUILDING FRAMES EQUIPPED WITH AN ENERGY DISSIPATION SYSTEM ; ANKASTRE MESNETL ̇I VE ENERJ ̇I EMME S ̇ISTEMLER ̇IYLE DONATILMI ̧S SALINIM YAPAN B ̇INA ÇERÇEVELER ̇IN ̇IN KAR ̧SILA ̧STIRMALI OLARAK DEPREM PERFORMANSININ DEGERLEND ̆ ̇IR ̇ILMES ̇I

Autoren: Özen, Hazal Dicleli, Murat Department of Engineering Sciences

Weitere Verfasser: Özen, Hazal Dicleli, Murat Department of Engineering Sciences

Schlagwörter: Rocking Column, Seismic Base Isolation, Energy-dissipation, Parametric Study, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Mechanical::Structural Mechanics

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/102776

Verfügbarkeit: https://hdl.handle.net/11511/102776

The effect of near-fault directivity on seismıc collapse risk of high-voltage transmission towers ; Yakın saha depremleri yönelim etkisinin yüksek gerilim hatlarındaki direklerin sismik göçme riskine etkisi

Autoren: Aydos, Utku Can Ertuğrul, Zehra Department of Engineering Sciences

Weitere Verfasser: Aydos, Utku Can Ertuğrul, Zehra Department of Engineering Sciences

Schlagwörter: Transmission line towers, Nonlinear analysis, Near-field directivity, Collapse risk, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Steel Structures, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering

Dateibeschreibung: 126 pages; application/pdf

Relation: https://hdl.handle.net/11511/107730

Verfügbarkeit: https://hdl.handle.net/11511/107730

Developing a structured 2d mesh algorithm utilized for bridge decks ; Yapı köprü döşemeleri için kullanılan yapılandırılmış 2b ağ algoritması geliştirmesi

Autoren: BALCI, Beliğ Batu Kurç, Özgür Department of Civil Engineering

Weitere Verfasser: BALCI, Beliğ Batu Kurç, Özgür Department of Civil Engineering

Schlagwörter: Structured Meshing, Bridge Decks, Finite Element Analysis, Maximum Weight Matching, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering, Arbis Subjects::Engineering and Technology::Computer Sciences::Algorithms

Dateibeschreibung: application/pdf

Relation: https://hdl.handle.net/11511/107767

Verfügbarkeit: https://hdl.handle.net/11511/107767

Out-of-plane seismic behavior of brick and pumice concrete infill walls built into the RC frame ; Betonarme çerçeve içine örülen tuğla ve bims dolgu duvarlarin düzlem dişi sismik davranışı

Autoren: Aktaş, Saime Selin Canbay, Erdem Department of Earthquake Studies

Weitere Verfasser: Aktaş, Saime Selin Canbay, Erdem Department of Earthquake Studies

Schlagwörter: Infill walls, Out-of-plane, Experimental study, Yield line analysis, Seismic behavior, Arbis Subjects::Engineering and Technology, Arbis Subjects::Engineering and Technology::Civil Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Earthquake Engineering, Arbis Subjects::Engineering and Technology::Civil Engineering::Structure::Structural Engineering

Dateibeschreibung: 106 pages; application/pdf

Relation: https://hdl.handle.net/11511/102546

Verfügbarkeit: https://hdl.handle.net/11511/102546