TY  - CONF
AU  - Folić, Boris
AU  - Brčić, Stanko
AU  - Ćosić, Mladen
PY  - 2018
UR  - http://rims.institutims.rs/handle/123456789/747
AB  - The paper presents a seismic analysis of a 2D reinforced concrete (RC) frame founded on piles. The soil-pile interaction is represented by the so-called p-y curves. At the base, the piles may be both fixed or elastically supported. P-y curves are determined according to Rees, Cox and Matlock model for sand. Using SAP 2000, p-y curves are applied on both sides of the pile, as the link elements. Link elements are assumed as a multi-linear plastic type, i.e. as hysteresis envelopes according to the Takeda model. The linear part of the link element corresponds to initial stiffness of the p-y curve. Curves are exposed to compression only and to almost negligible tension. In the analysis of seismic action, the curve coefficients for a repeated, i.e. cyclic load were assumed. In such a way, numerical model asymptotically simulates the real actions and seismic response of structures in dynamic interaction of the pile-structure-soil system. This model offers many options for further development and study of seismic performance.
PB  - Savez građevinskih inženjera Srbije SGIS
PB  - Društvo za zemljotresno inženjerstvo Srbije
C3  - 6th International Conference of Earthquake Engineering and Engineering Seismology, Kraljevo, Serbia
T1  - Analysis of Interaction of 2D RC Frame Model Using p-y Curves Upon Piles
EP  - 406
SP  - 397
UR  - https://hdl.handle.net/21.15107/rcub_rims_747
ER  - 

@conference{
author = "Folić, Boris and Brčić, Stanko and Ćosić, Mladen",
year = "2018",
abstract = "The paper presents a seismic analysis of a 2D reinforced concrete (RC) frame founded on piles. The soil-pile interaction is represented by the so-called p-y curves. At the base, the piles may be both fixed or elastically supported. P-y curves are determined according to Rees, Cox and Matlock model for sand. Using SAP 2000, p-y curves are applied on both sides of the pile, as the link elements. Link elements are assumed as a multi-linear plastic type, i.e. as hysteresis envelopes according to the Takeda model. The linear part of the link element corresponds to initial stiffness of the p-y curve. Curves are exposed to compression only and to almost negligible tension. In the analysis of seismic action, the curve coefficients for a repeated, i.e. cyclic load were assumed. In such a way, numerical model asymptotically simulates the real actions and seismic response of structures in dynamic interaction of the pile-structure-soil system. This model offers many options for further development and study of seismic performance.",
publisher = "Savez građevinskih inženjera Srbije SGIS, Društvo za zemljotresno inženjerstvo Srbije",
journal = "6th International Conference of Earthquake Engineering and Engineering Seismology, Kraljevo, Serbia",
title = "Analysis of Interaction of 2D RC Frame Model Using p-y Curves Upon Piles",
pages = "406-397",
url = "https://hdl.handle.net/21.15107/rcub_rims_747"
}

Folić, B., Brčić, S.,& Ćosić, M.. (2018). Analysis of Interaction of 2D RC Frame Model Using p-y Curves Upon Piles. in 6th International Conference of Earthquake Engineering and Engineering Seismology, Kraljevo, Serbia
Savez građevinskih inženjera Srbije SGIS., 397-406.
https://hdl.handle.net/21.15107/rcub_rims_747

Folić B, Brčić S, Ćosić M. Analysis of Interaction of 2D RC Frame Model Using p-y Curves Upon Piles. in 6th International Conference of Earthquake Engineering and Engineering Seismology, Kraljevo, Serbia. 2018;:397-406.
https://hdl.handle.net/21.15107/rcub_rims_747 .

Folić, Boris, Brčić, Stanko, Ćosić, Mladen, "Analysis of Interaction of 2D RC Frame Model Using p-y Curves Upon Piles" in 6th International Conference of Earthquake Engineering and Engineering Seismology, Kraljevo, Serbia (2018):397-406,
https://hdl.handle.net/21.15107/rcub_rims_747 .