Konstrukcijska oštećenja armiranobetonskih građevina uslijed gradnje tunela

Autor:	Yildizlar, Baris, Baris Sayin, Karakas, Ahmet Sertac, Akcay, Cemil
Předmět:	oštećenje konstrukcije pomak tla iskop tunela pojačanje tla georadar lcsh:TA1-2040 structural damage ground movement tunnel excavation ground strengthening lcsh:Engineering (General). Civil engineering (General)
Zdroj:	ResearcherID Građevinar Volume 66 Issue 07. Građevinar, Vol 66, Iss 07., Pp 643-651 (2014)
ISSN:	0350-2465 1333-9095
Popis:	Nagli pomaci u tlu mogu dovesti do oštećenja armiranobetonskih građevina. Takvi pomaci mogu između ostalog biti uzrokovani gradnjom tunela, pa se utjecaj takve gradnje treba uzeti u obzir u postupku projektiranja građevina. U ovom se radu na primjeru postojeće bolničke zgrade analiziraju konstrukcijska oštećenja armiranobetonske građevine uslijed naglih pomaka tla. Kako bi se dobili što točniji podaci za potrebe analiza, primijenjen je multidisciplinarni pristup radi povezivanja raznih inženjerskih disciplina koje su sudjelovale u ovom istraživanju. Structural damages to RC (Reinforced concrete) buildings occasionally occur as a consequence of sudden ground movements. One of these is effect of tunnel excavation on the structures and the design process should be carried out by taking the effect into account. In this study, the structural damages caused by the impact of sudden movement emanating at the ground were investigated for a selected hospital building. Within the scope of this study, it was aimed to obtain the most accurate data by combining different engineering disciplines through a comprehensive approach.
Databáze:	OpenAIRE
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