NetworkError(msg: "builder error for url (file:///var/mobile/Containers/Data/Application/A448E1D5-1F8A-466F-95C9-B41E7858924B/Documents/Recommendations_for_the_Seismic_Design_of_High-Ris.pdf): URL scheme is not allowed")

file:///var/mobile/Containers/Data/Application/A448E1D5-1F8A-466F-95C9-B41E7858924B/Documents/Recommendations_for_the_Seismic_Design_of_High-Ris.pdf

J_17.pdf

web.archive.org/web/20120324104736id_/http://www.ce.metu.edu.tr:80/~onder/Publications/journals/J_17.pdf

Cnoidal Wave-Induced Residual Liquefaction in Loosely Deposited Seabed under Coastal Shallow Water

www.mdpi.com/2076-3417/11/24/11631

(14) (PDF) Dynamic properties and liquefaction behavior of granular materials using discrete element method

www.researchgate.net/publication/255613229_Dynamic_properties_and_liquefaction_behavior_of_granular_materials_using_discrete_element_method

Liquefaction Modeling — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/options/dynamic/models/models.html?node3786

Lutnick_Circumcision.pdf

ijuh.org/media/pdf/2022/07/06/Lutnick_Circumcision.pdf

Yaratılış 17

kutsalkitap.info.tr/?q=Yar.17

Plato, Symposium, section 219a

www.perseus.tufts.edu/hopper/text?doc=Perseus%3Atext%3A1999.01.0174%3Atext%3DSym.%3Asection%3D219a

Plato, Phaedrus, section 278d

www.perseus.tufts.edu/hopper/text?doc=Perseus%3Atext%3A1999.01.0174%3Atext%3DPhaedrus%3Asection%3D278d

Evaluation of the Nonlinear Seismic Responses of High-Rise Reinforced Concrete Buildings with Different Foundations and Structural Plans—Considering Soil-Structure Interactions

www.mdpi.com/2075-5309/14/6/1686

Effect of cushion types on the seismic response of structure with disconnected pile raft foundation

www.sciencedirect.com/science/article/pii/S2352012422012875

www.researchgate.net/publication/357974528_Behavior_of_Structurally_Non-connected_Settlement_Reducing_Piles_under_Raft_Foundation

www.researchgate.net/publication/327683945_Horizontal_Loading_Tests_on_Disconnected_Piled_Rafts_and_a_Simplified_Method_to_Evaluate_the_Horizontal_Bearing_Capacity

Reduction of Groundwater Buoyancy on the Basement in Weak‐Permeable/Impervious Foundations

onlinelibrary.wiley.com/doi/epdf/10.1155/2019/7826513

Buoyancy force on shallow foundations in clayey soil: An experimental investigation based on the “Half Interval Search”

www.sciencedirect.com/science/article/pii/S0029801816304541

Evaluation of field sand liquefaction including partial drainage under low and high overburden using a generalized bounding surface model

www.sciencedirect.com/science/article/pii/S0267726121004814

Wharf Subjected to Earthquake Loading (FLAC3D) — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/zone/test3d/ExampleApplications/Wharf/wharf.html?highlight=wharf

Seismic response of shallow foundations over liquefiable soils improved by deep soil mixing columns

www.sciencedirect.com/science/article/pii/S0266352X19300527

Evaluation of the soil–pile interface properties in the lateral direction for seismic analysis in sand

www.sciencedirect.com/science/article/pii/S026772612031099X

Microsoft Word - 1402-744891-Ozan Alver-baskı - 10.18400-tekderg.744891-1125167.pdf

dergipark.org.tr/tr/download/article-file/1125167

A unified depth-dependent soil mode function for horizontal response of single floating piles in layered soil using improved Tajimi’s model

www.sciencedirect.com/science/article/pii/S0266352X24003999

Decoding da Vinci | Full Documentary | NOVA | PBS - YouTube

www.youtube.com/watch?v=NGsUFvwgvCo

(3) (PDF) Seismic Soil-Structure Interaction: Beneficial or Detrimental?

www.researchgate.net/publication/239794323_Seismic_Soil-Structure_Interaction_Beneficial_or_Detrimental

10.28979-jarnas.1147638-2553331.pdf

dergipark.org.tr/tr/download/article-file/2553331

(11) (PDF) Near field domain effects and their consideration in the international and Italian seismic codes

www.researchgate.net/publication/289103111_Near_field_domain_effects_and_their_consideration_in_the_international_and_Italian_seismic_codes

Cybernetics vs Artificial Intelligence

jankrikke2020.medium.com/cybernetics-vs-artificial-intelligence-39689186e346

Dynamic Formulation — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/options/dynamic/formulation/formulation.html?node3686

General Formulation of Structural-Element Logic — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/common/sel/doc/manual/sel_manual/formulation/formulation.html?highlight=csth

Deprem etkisi altındaki yumuşak kil zeminlerde yapı-kazık-zemin etkileşimi hesaplarının TBDY 2018 - Yöntem 2 ve Yöntem 3 kullanılarak parametrik analizi.pdf

acikerisim.iuc.edu.tr/xmlui/bitstream/handle/20.500.12831/20242/Deprem%20etkisi%20alt%c4%b1ndaki%20yumu%c5%9fak%20kil%20zeminlerde%20yap%c4%b1-kaz%c4%b1k-zemin%20etkile%c5%9fimi%20hesaplar%c4%b1n%c4%b1n%20TBDY%202018%20-%20Y%c3%b6ntem%202%20ve%20Y%c3%b6ntem%203%20kullan%c4%b1larak%20parametrik%20analizi.pdf?sequence=1&isAllowed=y

(11) (PDF) The Role of Pile Diameter on Earthquake-Induced Bending

www.researchgate.net/publication/278700913_The_Role_of_Pile_Diameter_on_Earthquake-Induced_Bending

Zone — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/elements/zones/zones.html

PAU - Tez Yazım Klavuz ve Şablonu - 10443802.pdf

gcris.pau.edu.tr/bitstream/11499/56780/1/10443802.pdf

KAZIKLI RADYE TEMEL SİSTEMİNDE TEMEL-ZEMİN ETKİLEŞİMİNİN YAPISAL DAVRANIŞ ÜZERİNE ETKİSİ

search.trdizin.gov.tr/tr/yayin/detay/448721/

Simplified assessment of pile-head kinematic demand in layered soil

www.sciencedirect.com/science/article/pii/S0267726119309625?via=ihub

Material Properties — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/modeling/problemsolving/material_properties.html?node2222

Initial Conditions — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/modeling/problemsolving/initial_conditions.html?node2252

Localization, Physical Instability, and Path-Dependence — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/common/docproject/source/manual/program_guide/methodology/localizationandpath.html

Formulation of a 3D Explicit Finite Volume Model — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/theory/theoreticalbackground/formulation.html?node2318

History of Cybernetics: Additional References

www.asc-cybernetics.org/foundations/historyrefs.htm

ASC: Foundations: Defining 'Cybernetics'

www.asc-cybernetics.org/foundations/definitions.htm

Gerhard Wehr On Carl Jung And National Socialism - Carl Jung Depth Psychology

carljungdepthpsychologysite.blog/2020/05/15/socialism-2/

Tall building foundations: design methods and applications - Innovative Infrastructure Solutions

link.springer.com/article/10.1007/s41062-016-0010-2

ASTM D2850-23 - REDLINE ASTM D2850-23 - ASTM-D2850-23.pdf

cdn.standards.iteh.ai/samples/114594/0996a323def5428a82ec9a138a810283/ASTM-D2850-23.pdf

Georges Didi-Huberman’ın Kütüphanesi’nde *

www.punctumdergi.com/post/didi-huberman-soylesi?s=08

Boundary Conditions — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/flac3d/docproject/source/modeling/problemsolving/boundary_conditions.html?highlight=plane%20above%20origin

Computational Methods for Factor of Safety Calculation of Slopes — Itasca Software 9.0 documentation

docs.itascacg.com/itasca900/common/docproject/source/manual/program_guide/methodology/factorofsafety/computationalmethods.html?highlight=factor%20safety

PowerPoint Presentation - cheng_geesd_2018.pdf

itasca-downloads.s3.amazonaws.com/documents/software/presentations/cheng_geesd_2018.pdf