İnşaat Mühendisliği Bölümü Koleksiyonu

Permanent URI for this collectionhttps://hdl.handle.net/20.500.11779/1943

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Observations From Geotechnical Arrays in Istanbul
(2015) Tönük, Gökçe; Kurtuluş, Aslı; Cetiner, Barbaros; Ansal, Atilla
Few small earthquakes with local magnitude slightly larger than M-L = 4 were recorded by geotechnical downhole arrays that have been recently deployed in the west side of Istanbul. Same events were also recorded by Istanbul Rapid Response Network (IRRN) which comprises of 55 surface strong motion stations in the European side of Istanbul. The strongest one of these earthquakes took place on 12/3/2008 in Cinarcik with local magnitude of M-L = 4.8. Even though the observed PGAs were not exceeding 0.01 g, an effort is made to model the recorded response at the downhole array sites as well as the at the IRRN stations using the acceleration records obtained by the deepest sensors, i.e. on the engineering bedrock, at the downhole array sites as input bedrock motions. 1D equivalent linear site response analysis that is generally adopted for site-specific response analysis is used for modelling. Observations from the recorded response and results from 1D modelling of ground response have yielded in general good agreement between the observed and recorded soil response at the station sites.
Bitişik Yapıların Deprem Performanslarının Ayrı veya Bitişik Olarak Kırılganlık Eğrileri Yardımı ile İncelenmesi
(2015) Akbulut, Ali; Boduroğlu, M. Hasan
Mevcut yapıların deprem performans, risk ve güçlendirme analizlerinde, yanındaki yapı ile olan ilişkisini uygun modelleme teknikleri ile analiz aşamasının içine dâhil ederek, sonuçların tekbaşına analiz edilmiş binalara göre olan farklılıklarını incelemek önemli bir konu olarak ortaya çıkmaktadır. Bu çalışmada, literatürdeki komşu binaların birbirleri ile olan etkileşim modelleri, statik itme analizi ve doğrusal olmayan hesap yöntemleri, deprem ivme kayıtlarının bir veri tabanından alınması ve tasarım spektrumuna göre ölçeklenmesi, zaman tanım alanına göre hesap yöntemi, hareket denkleminin Newmark-b yöntemi ile sayısal çözümü ve kırılganlık eğrileri ile bina performans seviyelerinin belirlenmesi konuları incelenmiştir. Bitişik (komşu) ve birbirine benzer binaların, deprem performanslarının birbirileri ile olan etkileşimli ve deprem yönüne göre değişen bir şekilde yapı blokları olarak ele alınıp, hasar görebilirlik-kırılganlık eğrileri yönünden değerlendirilmeleri incelenmiş ve binaların ayrı ayrı analiz edildikleri duruma göre daha farklı sonuçlar verdiği tespit edilmiştir.
Kocaeli 1999 Earthquake, Lessons Learned, Encyclopedia of Earthquake Engineering
(2015) Ural, Derin Nur
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Supporting Flipped Learning: Digital Pedagogy, Training, and Resources
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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Citation - WoS: 1
Citation - Scopus: 2
Compaction and Shear Strength Behavior of Fresh and Aged Basic Oxygen Furnace (bof) Steel Slag
(2016) Yıldırım, İrem Zeynep; Prezzi, Monica
Use of industrial by-products in geotechnical engineering projects, such as in the construction of highway embankments, is advantageous because large volumes of these materials can be utilized. Basic oxygen furnace (BOF) steel slag is one of these industrial by-products. This paper provides a brief background on the characteristics of BOF steel slag and presents the results of a series of laboratory tests (grain-size analysis, maximum and minimum dry density, compaction, large-scale direct shear tests (LDS) and isotropically consolidated-drained triaxial compression (CID TX) performed on fresh and aged BOF steel slag generated from an Indiana steel plant. BOF steel slag samples from three different batches of production were tested, which allowed an evaluation of both aging processes and the effect of changes in gradation on the mechanical properties. The BOF steel slag tested in this study contained sand-size particles with varying percentages of gravel-and silt-size fractions. The moisture-density relationships for BOF steel slag were irregular with two peaks. Based on the LDS and CID TX test results, the BOF steel slag exhibited superior strength and stiffness characteristics than conventional geo-materials. The mechanical properties of fresh and aged BOF steel slag are discussed in the context of its use in geotechnical applications.
Differentiating Flipped Learning Approaches for the Diverse Needs of the Faculty of Economics, Administrative, and Social Sciences
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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From Current Practice To Future Practice: Making the Decision To Flip
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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Laz Rektör Eğitimi Alt Üst Etti
(Pazarlılar Derneği'nin Kültürel Yayını, 2016) Şahin, Muhammed
MEF Üniversitesi Rektörü Prof. Dr. Muhammed Şahin, dünyada hiç bir üniversitede olmayan bir eğitim sistemini üniversitesinde uygulayarak bir ilke imza attı. Bir dönem İTÜ Rektörlüğü de yapan Şahin, Flipped Clasroom eğitim-öğretim modeli ile Türkiye'de eğitimi alt üst ettiklerini söylüyor. Akademi dünyasının tepkisi ise ilginçti: "Bu riski sadece bir Laz Rektör alabilirdi."
Disaster Life Cycle in Turkey: Planning, Policy and Regulation Changes Chapter 14
(2016) Ural, Derin Nur
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Flipped Learning Theory, Policies, and Practices
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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The Flipped Approach To Higher Education Designing Universities for Today's Knowledge Economies and Societies Preface
(Emerald Group Publishing Ltd, 2016) Sahin, Muhammed; Kurban, Caroline Fell
Engaging Students in a Flipped Language Learning Environment: Stories From the English Language Preparatory Program
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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Flipping Language, Literature, and Digital Literacies: Stories From the School of Foreign Languages
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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Cultural Aspects Inherent in Flipped Learning
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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Citation - WoS: 36
Citation - Scopus: 47
Cyclic and Monotonic Compression Behavior of Cfrp-Jacketed Damaged Noncircular Concrete Prisms
(2016) İlki, Alper; Dalgıç, Korhan Deniz; İspir, Medine
This paper focuses on rehabilitation/strengthening of damaged concrete prisms through external carbon-fiber-reinforced polymer (CFRP) jacketing. In order to evaluate the efficiency of the strengthening method on the damaged concrete prisms, an experimental study including 22 concrete prisms with square and rectangular cross sections was carried out. The parameters of the experimental study are the damage levels. Furthermore, effects of loading scheme (monotonic or cyclic) and cross section type (square and rectangular) were investigated in the existence of damage. The concrete prisms were tested under compression stresses up to three specified axial deformation levels to be representative of slight, moderate, and severe compression damages before strengthening. Tests were repeated after rehabilitation/strengthening of damaged specimens with CFRP jacketing. Test results showed that CFRP rehabilitation/strengthening was effective on enhancement of strength and deformability of the damaged concrete prisms. However, the efficiency of the strengthening method in terms of compressive strength tended to reduce when the level of damage increased. Furthermore, an available model is modified to include the effects of damage level, and the modified model is shown to produce accurate results. (C) 2015 American Society of Civil Engineers.
Citation - WoS: 1
Organizational Design and Transformation
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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The Flipped Approach To Higher Education : Designing Universities for Today's Knowledge Economies and Societies
(Emerald, 2016) Kurban, Caroline Fell; Şahin, Muhammed; Şahin, Muhammed
İçindekiler: List of Figures.--List of Tables.--Foreword.--Preface; About the Authors.--Chapter 1 The Socio-Economic and Socio-Technical Nature of Today's World and How This Impacts the Education Sector.--1.1. Employment.--1.2. Education.--1.3. Knowledge, Connectivity, and Cognitive Overload.--1.4. What is Needed from Education Today.--Chapter 2 Flipped Learning: A Transformative Approach Designed to Meet the Needs of Today's Knowledge Economies and Societies.--2.1. What is Flipped Learning?.--2.2. How Did Flipped Learning Develop?.--2.3. How Flipped Learning Meets the Needs of Today's Knowledge Economies and Societies.--Chapter 3 From Current Practice to Future Practice: Making the Decision to Flip.--3.1. Introduction.--3.2. Moving from Current Practice to Future Practice: How the Need for Change Emerged; 3.3. Searching for Future Practice; 3.4. The Big Reveal; Chapter 4 Organizational Design and Transformation; 4.1. Physical and Geographical Infrastructure; 4.2. Human, Social, and Intellectual Capital.--4.3. Technological Infrastructure.--Chapter 5 Flipped Learning Theory, Policies, and Practices.--5.1. Introduction.--5.2. Flipped Learning Theories.--5.3. Flipped Learning Performance Gaps, Causes, and Interventions.--5.4. From Theory to Practice.--5.4.1. A Recommended Course Design Process.--5.4.2. An Instructional Design Handbook.--5.4.3. A Flipped Learning Instructional Design Online Course.--5.4.4. A Flipped Learning Instructional Design Best Practice Checklist.--5.4.5. Support for Students.--5.5. Summary.--Chapter 6 Flipped Leadership: Transparency, Vision, Accountability, and Resources.--6.1. MEF University Rector, Muhammed Şahin. 6.2. Instructors' Expectations6.3. Physical Infrastructure; 6.4. Real-Life Assessment; 6.5. Conclusion; Chapter 7 Supporting Flipped Learning: Digital Pedagogy, Training, and Resources.--7.1. CELT, Caroline Fell Kurban.--7.1.1. Challenges through the Instructors' Eyes.--7.1.2. Challenges through the Students' Eyes.--7.1.3. Challenges through the Institution's Eyes: The Need for an Audit.--7.1.4. Lessons Learnt from the Audit: How the Process Could be Made More Supportive while Still Holding Instructors Accountable.--7.1.5. Lessons Learnt from Implementing Technological Mandates.-- 7.1.6. Where Next? Strategic Plan for the Rest of the Academic Year.--7.2. ITC, Brian Ramey.--7.2.1. The Technological Infrastructure Needed for a Flipped Environment.--7.2.2. Integrating Digital Resources.--7.2.3. Using Data to Effect Change.--7.2.4. The Need for a Secure Video Server.--7.2.5. Conclusion.--7.3. Library Director, Ertuğrul Çiman.--7.3.1. The Architecture of a Library in a Digital World.--7.3.2. The Successes of Using Digital Materials.--7.3.3. The Challenges of Using Digital Materials.--7.3.4. Academic Integrity in a Digital World.
Milestones for Success
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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Flipped Leadership: Transparency, Vision, Accountability, and Resources
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
As a founding rector of a new institution establishing itself as a fully Flipped university, both the university and I found ourselves in a unique position. Instead of a challenging, change-management process whereby buy in was needed from each stakeholder, all the staff, instructors, and students that started at MEF had come knowing that the education would be Flipped and had agreed to be a part of this approach. From a leadership point of view, this was indeed a privileged position to be in. However, it does not mean that there were not some teething problems along the way. Three main issues arose during the first year including; instructors’ expectations and the clarity of the MEF vision; issues related to the physical infrastructure; as well as questions about assessment.
Creating the Flipped Educators of the Future: Leading by Example in the Faculty of Education
(Emerald Group Publishing Ltd., 2016) Kurban, Caroline Fell; Şahin, Muhammed
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