Comparativ nonlinear analysis soil-pile interaction 2D frame
KOMPARATIVNA NELINEARNA ANALIZA INTERAKCIJE ŠIP-TLO 2D RAMA
Abstract
A comparative non-linear static and dynamic analysis of NSA and NDA 2D frames of buildings funded on piles is presented in this paper. The model involved a linear-non-linear pile-soil interaction, using link elements. The soil was modeled using multiple (linear) plastic connecting elements, as well as with p-y curves, on both sides of the pile. P-y curves only transfer (receive) compression, and were modeled according to Cox, Reese and Matlock for submerged sand, and piles with a diameter 60 cm.
U radu je sprovedena komparativna nelinearna statička i dinamička analiza NSA i NDA 2D rama zgrade fundiranog na šipovima. U modelu je uljučena i linearno-nelinearna interakcija šip-tlo korišćenjem link elemenata. Tlo je modelovano sa više(linijskim) plastičnim veznim elementima, kao p-y krivama, sa obe strane šipa. P-y krive prenose (primaju) samo pritisak, a modelovane su prema Koksu, Risu i Matloku za potopljen pesak, i šipove prečnika 60cm.
Keywords:
Dynamic soil-pile interaction (DSPSI) / non-linear dynamic analysis (NDA) / pushover non-linear static analysis (NSA) / multiline plastic link elements / p-y curves / Dinamička interakcija tlo-šip DSPSI / nelinearna dinamička analiza NDA / pušover nelinearna statička analiza NSA / višelinijski plastični link element / p-y kriveSource:
Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering, 2017, 473-484Publisher:
- Association of Civil Engineers of Serbia
- Savez građevinskih inženjera Srbije
- Institut IMS A.D. Beograd
- Srpsko društvo za mehaniku tla i geotehničko inženjerstvo
- SET d.o.o. Šabac
Funding / projects:
- "info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36043/RS//" (RS-MESTD-Technological Development (TD or TR)-36043)
Note:
- editor Radomir Folić. - Beograd Zbornik radova Sedmog naučno-stručnog međunarodnog savetovanja Geotehnički aspekti građevinarstva Šabac, 14. - 17. novembar 2017
Collections
Institution/Community
Inovacioni centarTY - CONF AU - Folić, Boris AU - Ladjinović, Đorđe AU - Sedmak, Simon AU - Liolios, Angelos PY - 2017 UR - https://machinery.mas.bg.ac.rs/handle/123456789/6969 AB - A comparative non-linear static and dynamic analysis of NSA and NDA 2D frames of buildings funded on piles is presented in this paper. The model involved a linear-non-linear pile-soil interaction, using link elements. The soil was modeled using multiple (linear) plastic connecting elements, as well as with p-y curves, on both sides of the pile. P-y curves only transfer (receive) compression, and were modeled according to Cox, Reese and Matlock for submerged sand, and piles with a diameter 60 cm. AB - U radu je sprovedena komparativna nelinearna statička i dinamička analiza NSA i NDA 2D rama zgrade fundiranog na šipovima. U modelu je uljučena i linearno-nelinearna interakcija šip-tlo korišćenjem link elemenata. Tlo je modelovano sa više(linijskim) plastičnim veznim elementima, kao p-y krivama, sa obe strane šipa. P-y krive prenose (primaju) samo pritisak, a modelovane su prema Koksu, Risu i Matloku za potopljen pesak, i šipove prečnika 60cm. PB - Association of Civil Engineers of Serbia PB - Savez građevinskih inženjera Srbije PB - Institut IMS A.D. Beograd PB - Srpsko društvo za mehaniku tla i geotehničko inženjerstvo PB - SET d.o.o. Šabac C3 - Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering T1 - Comparativ nonlinear analysis soil-pile interaction 2D frame T1 - KOMPARATIVNA NELINEARNA ANALIZA INTERAKCIJE ŠIP-TLO 2D RAMA EP - 484 SP - 473 UR - https://hdl.handle.net/21.15107/rcub_machinery_6969 ER -
@conference{ author = "Folić, Boris and Ladjinović, Đorđe and Sedmak, Simon and Liolios, Angelos", year = "2017", abstract = "A comparative non-linear static and dynamic analysis of NSA and NDA 2D frames of buildings funded on piles is presented in this paper. The model involved a linear-non-linear pile-soil interaction, using link elements. The soil was modeled using multiple (linear) plastic connecting elements, as well as with p-y curves, on both sides of the pile. P-y curves only transfer (receive) compression, and were modeled according to Cox, Reese and Matlock for submerged sand, and piles with a diameter 60 cm., U radu je sprovedena komparativna nelinearna statička i dinamička analiza NSA i NDA 2D rama zgrade fundiranog na šipovima. U modelu je uljučena i linearno-nelinearna interakcija šip-tlo korišćenjem link elemenata. Tlo je modelovano sa više(linijskim) plastičnim veznim elementima, kao p-y krivama, sa obe strane šipa. P-y krive prenose (primaju) samo pritisak, a modelovane su prema Koksu, Risu i Matloku za potopljen pesak, i šipove prečnika 60cm.", publisher = "Association of Civil Engineers of Serbia, Savez građevinskih inženjera Srbije, Institut IMS A.D. Beograd, Srpsko društvo za mehaniku tla i geotehničko inženjerstvo, SET d.o.o. Šabac", journal = "Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering", title = "Comparativ nonlinear analysis soil-pile interaction 2D frame, KOMPARATIVNA NELINEARNA ANALIZA INTERAKCIJE ŠIP-TLO 2D RAMA", pages = "484-473", url = "https://hdl.handle.net/21.15107/rcub_machinery_6969" }
Folić, B., Ladjinović, Đ., Sedmak, S.,& Liolios, A.. (2017). Comparativ nonlinear analysis soil-pile interaction 2D frame. in Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering Association of Civil Engineers of Serbia., 473-484. https://hdl.handle.net/21.15107/rcub_machinery_6969
Folić B, Ladjinović Đ, Sedmak S, Liolios A. Comparativ nonlinear analysis soil-pile interaction 2D frame. in Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering. 2017;:473-484. https://hdl.handle.net/21.15107/rcub_machinery_6969 .
Folić, Boris, Ladjinović, Đorđe, Sedmak, Simon, Liolios, Angelos, "Comparativ nonlinear analysis soil-pile interaction 2D frame" in Conference Proceedings [of] Seventh International Conference Geotechnics in Civil Engineering (2017):473-484, https://hdl.handle.net/21.15107/rcub_machinery_6969 .