Pile-soli-pile Interaction in designing the foundation of RC structures
Interakcije šip-tlo-šip pri temeljenju AB objekata
Апстракт
The paper analyzes the effects of pile-soil-pile interaction on the transverse bridge frame on
specific example of building. It considers a small group of piles arranged in a single row.
The columns are continuously set on piles over the RC blocks (raft beams). The typical pile-
soil conditions were varied. Some phases of construction, typical of this type of calculation,
have been included. The interaction was analyzed for homogeneous and linear elastic soil
(semi-space), with some other models of analyzing pile-soil interaction were also indicated.
The paper also presents redistribution of forces depending on the stiffness of the raft beams
or superstructure. The calculation parameters were introduced in mathematical model using
a simplified method.
U radu je analiziran uticaj interakcije šip-tlo-šip na poprečni okvir/ram mosta i primer jedan
specifičan primer zgrade.. Razmatra se mala grupa šipova raspoređenoj u 1 vrsti. Stubovi se
kontinualno nastavljaju na šipove preko AB blokova (naglavica). Varirani su karakteristični
uslovi šip-tlo. Obuhvaćeni su neke faze građenja, karakteristične za ovu vrstu proračuna.
Interakcija je urađena za homogeno i linearno elastično tlo (poluprostor), a naznačeni su i
drugi modeli za analizu interakcije šip-tlo. Prikazana je preraspodela sila u zavisnosti od
krutosti naglavne grede ili gornje konstrukcije. Korišćena je pojednostavljena metoda
uvođenja proračunskih parametara u matematički model.
Кључне речи:
pile-soil interaction / bridge frame / specific building / soil parameters / homogeneous soil / comparative analysis / interakcija šip - tlo / ram mosta / specifična zgrada / parametri tla / homogeno tlo / uporedna analizaИзвор:
5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije.Zbornik, 2016Издавач:
- Savez građevinskih inženjera Srbije
- SGIS
Финансирање / пројекти:
- "info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36043/RS//" (RS-MESTD-Technological Development (TD or TR)-36043)
Напомена:
- 379-386. од 29.06.до 30.06.2016. Sremski Karlovci. Serbia. ISSN/ISBN 978-86-88897-08-2. The 5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije. UDK: 624.154 МЕЂУНАРОДНО научно-стручно саветовање Земљотресно инжењерство и инжењерска сеизмологија (5 ; 2016 ; Сремски Карловци) Zbornik radova = Conference Proceedings / Peto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Sremski Karlovci, 28.-30. jun 2016. godine = Fifth International Conference Seismic Engineering and Engineering Seismology ; organizatori Savez građevinskih inženjera Srbije ... [et al.] ; editor Radomir Folić. - Beograd : Savez građevinskih inženjera Srbije, 2016 (Zemun : Akademska izdanja). - X, 478 str. : ilustr. ; 24 cm Predgovor / Radomir Folić, Aleksandar Đukić.
Колекције
Институција/група
Inovacioni centarTY - CONF AU - Folić, Boris AU - Lađinović, Đorđe AU - Brujić, Zoran AU - Ćosić, Mladen PY - 2016 UR - https://machinery.mas.bg.ac.rs/handle/123456789/7461 AB - The paper analyzes the effects of pile-soil-pile interaction on the transverse bridge frame on specific example of building. It considers a small group of piles arranged in a single row. The columns are continuously set on piles over the RC blocks (raft beams). The typical pile- soil conditions were varied. Some phases of construction, typical of this type of calculation, have been included. The interaction was analyzed for homogeneous and linear elastic soil (semi-space), with some other models of analyzing pile-soil interaction were also indicated. The paper also presents redistribution of forces depending on the stiffness of the raft beams or superstructure. The calculation parameters were introduced in mathematical model using a simplified method. AB - U radu je analiziran uticaj interakcije šip-tlo-šip na poprečni okvir/ram mosta i primer jedan specifičan primer zgrade.. Razmatra se mala grupa šipova raspoređenoj u 1 vrsti. Stubovi se kontinualno nastavljaju na šipove preko AB blokova (naglavica). Varirani su karakteristični uslovi šip-tlo. Obuhvaćeni su neke faze građenja, karakteristične za ovu vrstu proračuna. Interakcija je urađena za homogeno i linearno elastično tlo (poluprostor), a naznačeni su i drugi modeli za analizu interakcije šip-tlo. Prikazana je preraspodela sila u zavisnosti od krutosti naglavne grede ili gornje konstrukcije. Korišćena je pojednostavljena metoda uvođenja proračunskih parametara u matematički model. PB - Savez građevinskih inženjera Srbije PB - SGIS C3 - 5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije.Zbornik T1 - Pile-soli-pile Interaction in designing the foundation of RC structures T1 - Interakcije šip-tlo-šip pri temeljenju AB objekata UR - https://hdl.handle.net/21.15107/rcub_machinery_7461 ER -
@conference{ author = "Folić, Boris and Lađinović, Đorđe and Brujić, Zoran and Ćosić, Mladen", year = "2016", abstract = "The paper analyzes the effects of pile-soil-pile interaction on the transverse bridge frame on specific example of building. It considers a small group of piles arranged in a single row. The columns are continuously set on piles over the RC blocks (raft beams). The typical pile- soil conditions were varied. Some phases of construction, typical of this type of calculation, have been included. The interaction was analyzed for homogeneous and linear elastic soil (semi-space), with some other models of analyzing pile-soil interaction were also indicated. The paper also presents redistribution of forces depending on the stiffness of the raft beams or superstructure. The calculation parameters were introduced in mathematical model using a simplified method., U radu je analiziran uticaj interakcije šip-tlo-šip na poprečni okvir/ram mosta i primer jedan specifičan primer zgrade.. Razmatra se mala grupa šipova raspoređenoj u 1 vrsti. Stubovi se kontinualno nastavljaju na šipove preko AB blokova (naglavica). Varirani su karakteristični uslovi šip-tlo. Obuhvaćeni su neke faze građenja, karakteristične za ovu vrstu proračuna. Interakcija je urađena za homogeno i linearno elastično tlo (poluprostor), a naznačeni su i drugi modeli za analizu interakcije šip-tlo. Prikazana je preraspodela sila u zavisnosti od krutosti naglavne grede ili gornje konstrukcije. Korišćena je pojednostavljena metoda uvođenja proračunskih parametara u matematički model.", publisher = "Savez građevinskih inženjera Srbije, SGIS", journal = "5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije.Zbornik", title = "Pile-soli-pile Interaction in designing the foundation of RC structures, Interakcije šip-tlo-šip pri temeljenju AB objekata", url = "https://hdl.handle.net/21.15107/rcub_machinery_7461" }
Folić, B., Lađinović, Đ., Brujić, Z.,& Ćosić, M.. (2016). Pile-soli-pile Interaction in designing the foundation of RC structures. in 5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije.Zbornik Savez građevinskih inženjera Srbije.. https://hdl.handle.net/21.15107/rcub_machinery_7461
Folić B, Lađinović Đ, Brujić Z, Ćosić M. Pile-soli-pile Interaction in designing the foundation of RC structures. in 5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije.Zbornik. 2016;. https://hdl.handle.net/21.15107/rcub_machinery_7461 .
Folić, Boris, Lađinović, Đorđe, Brujić, Zoran, Ćosić, Mladen, "Pile-soli-pile Interaction in designing the foundation of RC structures" in 5th International Conference of Earthquake Engineering and Engineering Seismology. Savez građevinskih inženjera Srbije.Zbornik (2016), https://hdl.handle.net/21.15107/rcub_machinery_7461 .