المؤلفون: İşbuğa, Volkan, Çerezci, Mehmet, Aşık, M. Zülfü

المساهمون: 01. Izmir Institute of Technology, Orta Doğu Teknik Üniversitesi

مصطلحات موضوعية: Foundation–soil interaction, Modified Vlasov foundation, Modulus degradation

العلاقة: Computers and Geotechnics; Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı; https://doi.org/10.1016/j.compgeo.2022.104883Test; https://hdl.handle.net/11147/12308Test; WOS:000826213000006; 2-s2.0-85132929538; Q1

الإتاحة: https://doi.org/10.1016/j.compgeo.2022.104883Test
https://hdl.handle.net/11147/12308Test

المؤلفون: 陳希舜, 施俊揚

المساهمون: 國立臺灣科技大學營建工程系

مصطلحات موضوعية: 層狀土壤, 地震反應, 振動分析, 基礎-土壤互制, 動態簡化分析模式, layered soil, seismic response, vibration analysis, foundation-soil interaction, dynamic simplified model

وصف الملف: 117 bytes; text/html

العلاقة: http://ir.lib.ntust.edu.tw/handle/987654321/80778Test; http://ir.lib.ntust.edu.tw/bitstream/987654321/80778/1/index.htmlTest

الإتاحة: http://ir.lib.ntust.edu.tw/handle/987654321/80778Test
http://ir.lib.ntust.edu.tw/bitstream/987654321/80778/1/index.htmlTest

المؤلفون: Izuru Takewaki, N. Fujii, Koji Uetani

المصدر: Engineering Structures. 24:1369-1381

مصطلحات موضوعية: Engineering, business.industry, Stiffness, wave propagation, Natural frequency, nonlinear soil amplification, Structural engineering, Inverse problem, Finite element method, structure-foundation-soil interaction, finite-element model, design response spectrum, Nonlinear system, Linearization, engineering bedrock, medicine, inverse problem, stiffness design, Direct stiffness method, medicine.symptom, Response spectrum, business, equivalent linearization, Civil and Structural Engineering

الوصول الحر: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6439a4a25b22423e5c34976a764462d5Test
https://doi.org/10.1016/s0141-0296Test(02)00057-3

المؤلفون: 陳希舜

مصطلحات موضوعية: 建築結構, 基礎土壤互制, 地盤反力係數, 地基反力, Building structure, Foundation soil interaction, Subgrade reactor coefficient, Subgrade reaction

العلاقة: http://ir.lib.ntust.edu.tw/handle/987654321/5655Test; http://ir.lib.ntust.edu.tw/bitstream/987654321/5655/1/index.htmlTest

الإتاحة: http://ir.lib.ntust.edu.tw/handle/987654321/5655Test
http://ir.lib.ntust.edu.tw/bitstream/987654321/5655/1/index.htmlTest

المؤلفون: Yang, Y.B, Yau, J.D.

المساهمون: 淡江大學建築學系

مصطلحات موضوعية: Foundation–soil interaction, Ground vibration, Iterative interacting procedure, Maglev, Resonance, Vehicle–guideway interaction, Wave propagation

العلاقة: Engineering Structures 33(3), pp.1013-1024; http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/59338Test; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/59338/1/0141-0296_33Test(3)p1013-1024.pdf; http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/59338/-1/0141-0296_33Test(3)p1013-1024.pdf

الإتاحة: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/59338Test
http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/59338/1/0141-0296_33Test(3)p1013-1024.pdf
http://tkuir.lib.tku.edu.tw:8080/dspace/bitstream/987654321/59338/-1/0141-0296_33Test(3)p1013-1024.pdf

مصطلحات الفهرس: stiffness design, inverse problem, structure-foundation-soil interaction, nonlinear soil amplification, equivalent linearization, wave propagation, finite-element model, engineering bedrock, design response spectrum, Journal Article

URL: http://hdl.handle.net/2433/7672Test
http://gateway.isiknowledge.com/gateway/Gateway.cgi?&GWVersion=2&SrcAuth=KyotoUniv&SrcApp=KyotoUniv&DestLinkType=FullRecord&KeyUT=ISI:000178411900002&DestApp=WOSTest
http://gateway.isiknowledge.com/gateway/Gateway.cgi?&GWVersion=2&SrcAuth=KyotoUniv&SrcApp=KyotoUniv&DestLinkType=FullRecord&KeyUT=ISI:000178411900002&DestApp=WOSTest

مصطلحات الفهرس: stiffness design, inverse problem, structure-foundation-soil interaction, nonlinear soil amplification, equivalent linearization, wave propagation, finite-element model, engineering bedrock, design response spectrum, journal article

URL: http://hdl.handle.net/2433/7672Test
http://gateway.isiknowledge.com/gateway/Gateway.cgi?&GWVersion=2&SrcAuth=KyotoUniv&SrcApp=KyotoUniv&DestLinkType=FullRecord&KeyUT=ISI:000178411900002&DestApp=WOSTest
10.1016/S0141-0296(02)00057-3