Comparison between Turkish and Jordan standards from geotechnical earthquake engineering aspects
dc.contributor.advisor | Etminan, Ehsan | en_US |
dc.contributor.author | Hawa, Shafeeq Mohammad | en_US |
dc.contributor.other | Işık Üniversitesi, Lisansüstü Eğitim Enstitüsü, İnşaat Mühendisliği Yüksek Lisans Programı | en_US |
dc.date.accessioned | 2024-03-13T16:40:34Z | |
dc.date.available | 2024-03-13T16:40:34Z | |
dc.date.issued | 2024-01-31 | |
dc.department | Işık Üniversitesi, Lisansüstü Eğitim Enstitüsü, İnşaat Mühendisliği Yüksek Lisans Programı | en_US |
dc.description | Text in English ; Abstract: English and Turkish | en_US |
dc.description | Includes bibliographical references (leaves 133-137) | en_US |
dc.description | xix, 138 leaves | en_US |
dc.description.abstract | This thesis focuses on a comparative analysis of geotechnical earthquake engineering standards in Turkey and Jordan. The importance lies in ensuring that these standards are safe and economically viable, meeting each country's specific geotechnical and ground motion requirements. The study comprehensively examines both nations' earthquake and ground motion characteristics, reviewing relevant papers. The research is organized into six chapters, including recommendations. The thesis delves into the evolution of standards in both countries, considering feedback from researchers and the impact of past earthquakes on human life and infrastructure. It also explores the geotechnical earthquake phenomena resulting from earthquakes, such as landslides and liquefaction. The study reveals differences in codes due to variations in geological conditions, soil properties, and seismic locations. However, it also identifies noteworthy similarities. Additionally, the research analyzes the impact of earthquakes on soil by simulating two seismic events: the Düzce earthquake in Turkey and the Dead Sea earthquake in Jordan. PLAXIS 3D software, as a finite element method, is employed to observe deformations in the mesh, foundation, and piles, providing insights into the effects of seismic activity on these structural elements. The study emphasizes that Turkey encounters more frequent ground motion events than Jordan, and earthquakes in Turkey demonstrate a higher peak ground acceleration. Furthermore, even though Jordan experiences fewer earthquakes, the potential impact could be severe in the event of their occurrence. The similarities in earthquake effects identified through PLAXIS analysis indicate the presence of high peak ground acceleration, posing a significant risk in Turkey. This risk extends to Jordan, particularly during moderate earthquakes. This observation sheds light on why Jordan may have implemented stringent requirements in its building codes, aligning with the standards set by Turkey in some sections. | en_US |
dc.description.abstract | Bu tez, Türkiye ve Ürdün'deki geoteknik deprem mühendisliği standartlarının karşılaştırmalı analizine odaklanmaktadır. Önemli olan, bu standartların güvenli ve ekonomik açıdan uygulanabilir olmasını, her ülkenin kendine özgü geoteknik ve yer hareketi gereksinimlerini karşılamasını sağlamaktır. Bu çalışma, ilgili belgeleri gözden geçirerek her iki ülkenin deprem ve yer hareketi özelliklerini kapsamlı bir şekilde inceliyor. Bu araştırma öneriler de dahil olmak üzere altı bölüm halinde düzenlenmiştir. Tez, araştırmacılardan gelen geri bildirimleri ve geçmiş depremlerin insan yaşamı ve altyapı üzerindeki etkisini dikkate alarak her iki ülkedeki standartların gelişimini incelemektedir. Ayrıca heyelan ve zemin sıvılaşma gibi depremlerden kaynaklanan jeoteknik deprem olaylarını da araştırmaktadır. Bu çalışma, jeolojik koşullar, toprak özellikleri ve sismik konumlardaki değişiklikler nedeniyle kodlardaki farklılıkları ortaya koymaktadır. Ancak aynı zamanda dikkate değer benzerlikleri de tanımlar. Araştırma ayrıca iki sismik olayı simüle ederek depremlerin toprak üzerindeki etkisini analiz ediyor: Türkiye'deki Düzce depremi ve Ürdün'deki Ölü Deniz depremi. PLAXIS 3D yazılımı, sonlu elemanlar yöntemi olarak kafes, temel ve kazıklardaki deformasyonları gözlemlemek için kullanılır ve sismik aktivitenin bu yapısal elemanlar üzerindeki etkilerine dair içgörü sağlar. Çalışma, Türkiye'nin Ürdün'e göre daha sık yer hareketi olaylarıyla karşılaştığını ve Türkiye'deki depremlerin daha yüksek pik yer ivmesi gösterdiğini vurguluyor. Ayrıca, Ürdün'de daha az deprem yaşansa da, depremlerin meydana gelmesi halinde potansiyel etki daha şiddetli olabilir. PLAXIS analiziyle tespit edilen deprem etkilerindeki benzerlikler, Türkiye'de önemli bir risk oluşturan yüksek pik yer ivmesinin varlığına işaret etmektedir. Bu risk, özellikle orta dereceli depremler sırasında Ürdün'e kadar uzanmaktadır. Bu gözlem, Ürdün'ün inşaat mevzuatında neden bazı bölümlerde Türkiye'nin belirlediği standartlara uygun olarak katı gereklilikler uygulamış olabileceğine ışık tutuyor. | en_US |
dc.description.tableofcontents | Geotechnical Earthquake Engineering Fundamentals | en_US |
dc.description.tableofcontents | Causes of Earthquake | en_US |
dc.description.tableofcontents | Plate Boundaries | en_US |
dc.description.tableofcontents | Faults | en_US |
dc.description.tableofcontents | Seismic Waves | en_US |
dc.description.tableofcontents | Size of Earthquake | en_US |
dc.description.tableofcontents | Overview of Seismic Hazards and Soil Dynamics | en_US |
dc.description.tableofcontents | Ground Shaking | en_US |
dc.description.tableofcontents | Liquefaction | en_US |
dc.description.tableofcontents | Landslides | en_US |
dc.description.tableofcontents | Previous Research on Geotechnical Earthquake Engineering in Turkey and Jordan | en_US |
dc.description.tableofcontents | Previous Research on Geotechnical Earthquake Engineering in Turkey | en_US |
dc.description.tableofcontents | Previous Research on Geotechnical Earthquake Engineering in Jordan | en_US |
dc.description.tableofcontents | EARTHQUAKE HISTORY FOR JORDAN AND TURKEY | en_US |
dc.description.tableofcontents | Overview of Seismic Activity in Turkey and Jordan | en_US |
dc.description.tableofcontents | Overview of Seismic Activity in Turkey | en_US |
dc.description.tableofcontents | Overview of Seismic Activity in Jordan | en_US |
dc.description.tableofcontents | Comparison and Analysis of Historical Earthquakes in Both Countries | en_US |
dc.description.tableofcontents | Tectonic Plates of Turkey and Jordan | en_US |
dc.description.tableofcontents | Frequency and Magnitude of Earthquakes | en_US |
dc.description.tableofcontents | Comparison Between the Number of Earthquakes That Occurred on Turkey and Jordan from 2000AD to Date | en_US |
dc.description.tableofcontents | Soil Behavior That Observant According to Earthquakes of Turkey, and Jordan | en_US |
dc.description.tableofcontents | GEOTECHNICAL EARTHQUAKE ENGINEERING STANDARDS | en_US |
dc.description.tableofcontents | Review of the Current Geotechnical Earthquake Engineering Standards in Turkey and Jordan | en_US |
dc.description.tableofcontents | A Comparative Study Between American Standard ASCE 7-16 and The Turkish Building Earthquake Code (TBEC-2018) and Turkish Earthquake Code (TEC-2007) | en_US |
dc.description.tableofcontents | Seismic Design Codes of Turkey | en_US |
dc.description.tableofcontents | New Improvements in the 2018 Turkish Seismic Code | en_US |
dc.description.tableofcontents | Comparative Study Between (TEC-2007) and (TBEC-2018) | en_US |
dc.description.tableofcontents | Comparison of Similarities and Differences Between the Standards in Both Countries | en_US |
dc.description.tableofcontents | Soil Investigation Report | en_US |
dc.description.tableofcontents | Local Ground Classes | en_US |
dc.description.tableofcontents | Building Importance Factors | en_US |
dc.description.tableofcontents | Local Ground Effect Coefficients | en_US |
dc.description.tableofcontents | Local Ground Effect Coefficients for The Short Period Region | en_US |
dc.description.tableofcontents | Local Ground Effect Coefficients for the 1.0 Second | en_US |
dc.description.tableofcontents | Defining Earthquake Design Classes | en_US |
dc.description.tableofcontents | Determining the Dominant Natural Vibration Period of the Building | en_US |
dc.description.tableofcontents | Accidental Torsion | en_US |
dc.description.tableofcontents | Deep Foundation Ties | en_US |
dc.description.tableofcontents | Base Shear Force | en_US |
dc.description.tableofcontents | Shallow Foundations | en_US |
dc.description.tableofcontents | Correction Factors to SPT | en_US |
dc.description.tableofcontents | Calculation of Liquefaction Resistance | en_US |
dc.description.tableofcontents | Overturning of Retaining Walls | en_US |
dc.description.tableofcontents | Horizontal and Vertical Static-Equivalent Earthquake Coefficients | en_US |
dc.description.tableofcontents | The Resultant of the Total Earth Pressure | en_US |
dc.description.tableofcontents | CASE STUDIES | en_US |
dc.description.tableofcontents | Constraints of Models | en_US |
dc.description.tableofcontents | Soil Profile and Parameters | en_US |
dc.description.tableofcontents | Ground Water Table | en_US |
dc.description.tableofcontents | Foundation Design | en_US |
dc.description.tableofcontents | Models | en_US |
dc.description.tableofcontents | Model of Turkey | en_US |
dc.description.tableofcontents | Model of Jordan | en_US |
dc.description.tableofcontents | A comparison of the types of seismic waves (Shearer, 2001) | en_US |
dc.description.tableofcontents | Modified Mercalli Intensity (MMI) Scale of 1931 (Kramer, 1996) | en_US |
dc.description.tableofcontents | Comparison between flow liquefaction and cyclic mobility (Idriss and Boulanger, 2008) | en_US |
dc.description.tableofcontents | Landslides type (Rodriguez, Bommer and Chandler, 1999) | en_US |
dc.description.tableofcontents | Landslides classification according to depths (Duman, Çan, Emre, Keçer, Doğan, Ateş and Durmaz, 2005) | en_US |
dc.description.tableofcontents | Gündoğdu town losses due to rainfall (Uyeturk, Huraj, Bayraktarogly and Huseyinpasaogly, 2022) | en_US |
dc.description.tableofcontents | Karamah dam's tests result (Abderahman and Darwish, 2001) | en_US |
dc.description.tableofcontents | Strike-Slip Faults in Van earthquake area (Taskin, Sezen, Tugsal and Erken, 2013) | en_US |
dc.description.tableofcontents | Peak ground acceleration values (Sayın, Yön, Onat, Gör, Öncü, Tunç, Bakır, Karaton and Calayır, 2021) | en_US |
dc.description.tableofcontents | Losses of Gulf of Aqaba earthquake 1995 (Al-Tarazi, 2000) | en_US |
dc.description.tableofcontents | The losses in Palestine side (1927 earthquake) (Avni, Bowman, Shapira and Nur, 2002) | en_US |
dc.description.tableofcontents | Comparison between earthquakes of Turkey and Jordan | en_US |
dc.description.tableofcontents | Earthquake ground motion levels (TBEC-2018) (Sucuoglu, 2018) | en_US |
dc.description.tableofcontents | Local ground classes (TBEC, 2018) | en_US |
dc.description.tableofcontents | Local ground classes (JBEC, 2022) | en_US |
dc.description.tableofcontents | Comparison between local ground classes of (TBEC-2018 & JBEC-2022) | en_US |
dc.description.tableofcontents | Building importance factor (TBEC-2018, JBEC-2022) | en_US |
dc.description.tableofcontents | Local ground effect coefficients for the short period region (TBEC-2018, JBEC-2022) (a) | en_US |
dc.description.tableofcontents | Local ground effect coefficients for the short period region (TBEC-2018, JBEC-2022) (b) | en_US |
dc.description.tableofcontents | Local ground effect coefficients for the 1.0 second period (TBEC-2018, JBEC-2022) (a) | en_US |
dc.description.tableofcontents | Local ground effect coefficients for the 1.0 second period (TBEC-2018, JBEC-2022) (b) | en_US |
dc.description.tableofcontents | Earthquake design classes (TBEC-2018, JBEC-2022) | en_US |
dc.description.tableofcontents | The differences in (Ct) coefficient between (TBEC-2018) and (JBEC-2022) | en_US |
dc.description.tableofcontents | Factor of safety against overturning of retaining walls in (TBEC-2018 & JBEC-2022) | en_US |
dc.description.tableofcontents | Soil properties used during PLAXIS analysis | en_US |
dc.description.tableofcontents | Foundation and pile specifications | en_US |
dc.description.tableofcontents | Deformed mesh and total displacements values (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M11) values of foundation (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M22) values of foundation (Düzce earthquake) | en_US |
dc.description.tableofcontents | Total displacement and axial forces of piles (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M2) values of piles (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M3) values of piles (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending Moment (M11, M22) Values of Foundation (Dead Sea Earthquake) | en_US |
dc.description.tableofcontents | Axial force values of piles (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Bending moment value (M2, M3) of piles (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Comparison between Turkey and Jordan in earthquake’s PGA | en_US |
dc.description.tableofcontents | Fault displacement (reverse fault displacements) (Glass, 2013) | en_US |
dc.description.tableofcontents | Fault displacement (Glass, 2013) | en_US |
dc.description.tableofcontents | Internal structure of the earth (Kramer, 1996) | en_US |
dc.description.tableofcontents | The main types of plate boundaries (Sandwell, 2001) | en_US |
dc.description.tableofcontents | The normal, reverse dip-slip faults (Rafferty, 2011) | en_US |
dc.description.tableofcontents | Body waves (Kramer, 1996) | en_US |
dc.description.tableofcontents | Surface waves (Kramer, 1996) | en_US |
dc.description.tableofcontents | Sand boil in Loma Prieta, California, earthquake of October 17, 1989 (Kramer, 1996) | en_US |
dc.description.tableofcontents | Before the landslide for Peruvian earthquake 1970 (Kramer, 1996) | en_US |
dc.description.tableofcontents | After the landslide for Peruvian earthquake 1970 (Kramer, 1996) | en_US |
dc.description.tableofcontents | Turkish national grid for strong-motion seismograph stations (Bakir, Eser, Akkar and Iravul, 2011) | en_US |
dc.description.tableofcontents | Example for the results of seismic and geotechnical investigations at the site of station (Bakir, Eser, Akkar and Iravul, 2011) | en_US |
dc.description.tableofcontents | Grain size distribution for 31 samples (Uyeturk, Huraj, Bayraktarogly and Huseyinpasaogly, 2022) | en_US |
dc.description.tableofcontents | Area of study (Çanakkale) (Beklar, Demirci, Ekinci and Buyuksarac, 2019) | en_US |
dc.description.tableofcontents | Geological framework of Çanakkale (Beklar, Demirci, Ekinci and Buyuksarac, 2019) | en_US |
dc.description.tableofcontents | Geological map of Amman-Irbid-Jerash (Al-Amoush, 2016) | en_US |
dc.description.tableofcontents | Seismicity map of Turkey (Tan, Tapirdamaz, Yoruk, 2008) | en_US |
dc.description.tableofcontents | Anatolian plate and the region of the earthquake (Chadha, 2023) | en_US |
dc.description.tableofcontents | Location of earthquake on EAF, SUF, and KMTJ (Chadha, 2023) | en_US |
dc.description.tableofcontents | Turkish seismic code comparing with the actual acceleration, linear scale (a), Logarithmic scale (b) (Papazafeiropoulos and Plevris, 2023) | en_US |
dc.description.tableofcontents | The movement of the faults causing the Sivrice earthquake (Sayın, Yön, Onat, Gör, Öncü, Tunç, Bakır, Karaton and Calayır, 2021) | en_US |
dc.description.tableofcontents | Lateral spreading displacement (Sayın, Yön, Onat, Gör, Öncü, Tunç, Bakır, Karaton and Calayır, 2021) | en_US |
dc.description.tableofcontents | The seismic swarm from 1995 (The major one) to 1997 (Al-Tarazi, 2000) | en_US |
dc.description.tableofcontents | The correlation between the geological foundation and the intensity in Aqaba city was examined (Al-Tarazi, 2000) | en_US |
dc.description.tableofcontents | Number of earthquakes that occurred in Turkey from 2000 AD (AFAD) | en_US |
dc.description.tableofcontents | Distribution of the Turkey's earthquakes from 2000 AD (AFAD) | en_US |
dc.description.tableofcontents | Distribution of the seismic hazard of Turkey up to 2012 (Ilki, Celep, 2012) | en_US |
dc.description.tableofcontents | Ground water level used during PLAXIS analysis | en_US |
dc.description.tableofcontents | 3D model of circular piled raft foundation | en_US |
dc.description.tableofcontents | Distribution of piles within the raft foundation | en_US |
dc.description.tableofcontents | The 3D model boundary | en_US |
dc.description.tableofcontents | Düzce earthquake time history analysis | en_US |
dc.description.tableofcontents | Time history analysis by PLAXIS (Düzce earthquake) | en_US |
dc.description.tableofcontents | Deformed mesh (Düzce earthquake) | en_US |
dc.description.tableofcontents | Total displacement of mesh (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moments (M11) of foundation (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moments (M22) of foundation (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M2) of piles (Düzce earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M3) of piles (Düzce earthquake) | en_US |
dc.description.tableofcontents | Spectral acceleration (Düzce earthquake) | en_US |
dc.description.tableofcontents | Design spectral acceleration according to Turkey Code (TBEC-2018) | en_US |
dc.description.tableofcontents | Seismic hazard map of Turkey (AFAD) | en_US |
dc.description.tableofcontents | Design spectral acceleration of Düzce | en_US |
dc.description.tableofcontents | Correlation between design spectral acceleration in the Düzce area (red color) and the spectral acceleration of the Düzce Earthquake (blue color) | en_US |
dc.description.tableofcontents | Dead Sea earthquake time history analysis | en_US |
dc.description.tableofcontents | Time history analysis by PLAXIS (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Deformation mesh (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Total displacement of mesh (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Bending moments (M11) of foundation (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Bending moments (M22) of foundation (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M2) values of piles (Dead Sead earthquake) | en_US |
dc.description.tableofcontents | Bending moment (M3) of piles (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Spectral acceleration (Dead Sea earthquake) | en_US |
dc.description.tableofcontents | Design spectral acceleration according to Jordan Code (JBEC-2022) | en_US |
dc.description.tableofcontents | Seismic hazard map of Jordan (JBEC-2022) | en_US |
dc.description.tableofcontents | Design spectral acceleration of Dead Sea | en_US |
dc.description.tableofcontents | Correlation between design spectral acceleration in the Deas Sea area (red color) and the spectral acceleration of the Dead Sea Earthquake (blue color) | en_US |
dc.identifier.citation | Hawa, S. M. (2024). Comparison between Turkish and Jordan standards from geotechnical earthquake engineering aspects. İstanbul: Işık Üniversitesi Lisansüstü Eğitim Enstitüsü. | en_US |
dc.identifier.uri | https://hdl.handle.net/11729/5914 | |
dc.institutionauthor | Hawa, Shafeeq Mohammad | en_US |
dc.language.iso | en | en_US |
dc.publisher | Işık Üniversitesi | en_US |
dc.relation.publicationcategory | Tez | en_US |
dc.rights | info:eu-repo/semantics/openAccess | en_US |
dc.rights | Attribution-NonCommercial-NoDerivs 3.0 United States | * |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/us/ | * |
dc.subject | Turkish building earthquake code 2018 | en_US |
dc.subject | Jordanian building earthquake code 2022 | en_US |
dc.subject | PLAXIS 3D analysis | en_US |
dc.subject | Piles foundation | en_US |
dc.subject | Geotechnical earthquake analysis | en_US |
dc.subject | Türkiye bina deprem yönetmeliği 2018 | en_US |
dc.subject | Ürdün bina deprem yönetmeliği 2022 | en_US |
dc.subject | PLAXIS 3D analizi | en_US |
dc.subject | Kazık temeli | en_US |
dc.subject | Geoteknik deprem analizi | en_US |
dc.title | Comparison between Turkish and Jordan standards from geotechnical earthquake engineering aspects | en_US |
dc.title.alternative | Geoteknik deprem mühendisliği yönünden Türk ve Ürdün standartlarının karşılaştırılması | en_US |
dc.type | Master Thesis | en_US |
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