EXPERIMENTAL RESEARCH INTO THE RESPONSE OF MASONRY SEGMENTAL BARREL VAULTS TO STATIC AND DYNAMIC LOADING
The study of dynamic behaviour of vaults of historic buildings reveals new knowledge which can be used for the local analysis and stabilisation and rehabilitation designs of damaged vaulted structures.The analysis of the results of dynamic loading brings objective background material for the identification and localisation of failures according to e.g.according to MAC or COMAC criteria 1,2 and the assessment of serviceability and structural reliability of vaulted structures of historic buildings.The paper presents partial results of experimental research on the response of unreinforced and reinforced(by FRP composite strips)masonry segmented barrel vaults to the effect of repeated vertical monotonously rising loading and dynamic loading in the horizontal and vertical directions.The results of experimental research can be used for retrofit design for vaults of historic buildings located in seismically active areas,or in areas with intensive technical and induced seismicity(mining,quarrying,transport).
masonry vaults historic structures dynamic load static load experiment
J.Witzany D.Makovi(c)ka R.Zigler S.Urushadze S.Pospí(s)il J.Kubát K.Kroftová T.(C)ejka
Department of Building Structures,Faculty of Civil Engineering,Czech Technical University in Prague, Klokner Institute,Czech Technical University in Prague,(S)olínova 7,Prague,Czech Republic The Institute of Theoretical and Applied Mechanics AS CR,v.v.I,Prosecká 809/76,190 00 Praha 9,Czech
国际会议
新加坡
英文
1-4
2017-07-19（万方平台首次上网日期，不代表论文的发表时间）