TBDY 2018'e Göre Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

Ozan ALVER; Atila SEZEN; E. Ece ESELLER-BAYAT

doi:10.18400/tekderg.744891

TBDY 2018'e Göre Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

İnşaat Mühendisliği Bölümü

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

1 Atıf (Scopus)

Özet

This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.

Tercüme edilen katkı başlığı	Geotechnical design with respect to TBDY-2018: Liquefaction and soil-pile -structure interaction analyses
Orijinal dil	Türkçe
Dergi	Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers
Hacim	32
Basın numarası	5
DOI'lar	https://doi.org/10.18400/tekderg.744891
Yayın durumu	Yayınlandı - 2021

Bibliyografik not

Publisher Copyright:
© 2021 Turkish Chamber of Civil Engineers. All rights reserved.

BM SKH

Bu sonuç, aşağıdaki Sürdürülebilir Kalkınma Hedefine/Hedeflerine katkıda bulunur

SKH 11 Sürdürülebilir Şehirler ve Topluluklar

Keywords

Liquefaction
Pile foundation design
Site soil model
Soil-pile-structure interaction
TBDY (Turkish Earthquake Resistant Building Design Regulations)

Belgeye Erişim

10.18400/tekderg.744891

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

@article{28a792ae354d45dd9e420e7940f5160a,

title = "TBDY 2018'e G{\"o}re Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri",

abstract = "This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.",

keywords = "Liquefaction, Pile foundation design, Site soil model, Soil-pile-structure interaction, TBDY (Turkish Earthquake Resistant Building Design Regulations)",

author = "Ozan ALVER and Atila SEZEN and \{Ece ESELLER-BAYAT\}, E.",

year = "2021",

doi = "10.18400/tekderg.744891",

language = "T{\"u}rk{\c c}e",

volume = "32",

journal = "Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers",

issn = "1300-3453",

publisher = "Turkish Chamber of Civil Engineers",

number = "5",

}

TY - JOUR

T1 - TBDY 2018'e Göre Geoteknik Tasarim

T2 - Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

AU - ALVER, Ozan

AU - SEZEN, Atila

AU - Ece ESELLER-BAYAT, E.

PY - 2021

Y1 - 2021

N2 - This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.

AB - This study explores the design steps of a building foundation in liquefiable soils according to TBDY 2018. For this purpose, geotechnical engineering design was performed in stages including the liquefaction and soil-pile-structure interaction analyses. The problematic issues such as the determination of Mw values that were used during liquefaction analyses, the search for time histories records to be scaled, the absence of recommended tolerable limits for the foundation soil settlements and different assumptions underlying the kinematic and inertial interaction approaches for Method III were addressed.

KW - Liquefaction

KW - Pile foundation design

KW - Site soil model

KW - Soil-pile-structure interaction

KW - TBDY (Turkish Earthquake Resistant Building Design Regulations)

UR - https://www.scopus.com/pages/publications/85102275712

U2 - 10.18400/tekderg.744891

DO - 10.18400/tekderg.744891

M3 - Makale

AN - SCOPUS:85102275712

SN - 1300-3453

VL - 32

JO - Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers

JF - Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers

IS - 5

ER -

TBDY 2018'e Göre Geoteknik Tasarim: Sivilasma ve Yapi-Kazik-Zemin Etkilesimi Analizleri

Özet

Bibliyografik not

BM SKH

Keywords

Belgeye Erişim

Diğer Dosyalar ve Linkler

Parmak izi

Alıntı Yap