Analysis of masonry arches reinforced with FRP sheets: experimental results and numerical evaluations
نویسندگان
چکیده
منابع مشابه
Experimental Analysis of Dynamic Effects of FRP Reinforced Masonry Vaults
An increasing interest in the preservation of historic structures has produced a need for new methods for reinforcing curved masonry structures, such as arches and vaults. These structures are generally very ancient, have geometries and materials which are poorly defined and have been exposed to long-term historical movements and actions. Consequently, they are often in need of repair or reinfo...
متن کاملRetrofit of Un-Reinforced Infill Masonry Walls with FRP
This paper describes an experimental program that deals with retrofitting of infill un-reinforced masonry walls (URM) with Fiber Reinforced Polymer (FRP). The primary objective of this research is to develop a retrofit strategy that while economical will minimize the influence of the retrofit on the overall performance of structural frames in predominant seismic regions. Allowing some damage to...
متن کاملAnalysis of Masonry Infill Panels Retrofitted with FRP Sheets in R/C Frames
Masonry infill walls are often used as non-structural elements. According to the past structural failure, ignorance of interaction between infill walls and enclosed frame may lead to the different seismic response for non-ductile building frames. The main contribution of this paper is to analytically investigate the behavior of reinforced concrete with masonry infill panels as participating str...
متن کاملBlast Resistance of Frp Retrofitted Un-Reinforced Masonry (URM) Walls With and Without Arching Action
9 1 TMS Member/Assistant Professor of Civil, Architectural, and Environmental Engineering, University of MissouriRolla, Rolla, MO 65401 2 TMS Member/Professor of Civil, Architectural, and Environmental Engineering, Univ. of Missouri-Rolla, Rolla, MO 65401 3 Former Graduate Research Assistant, University of Missouri-Rolla, Rolla, MO 65401 Blast Resistance of Frp Retrofitted Un-Reinforced Masonry...
متن کاملExperimental Study of Masonry Structure Under Impact Loading and Comparing it with Numerical Modeling Results via Finite Element Model Updating
Given the sophisticated nature of the blast phenomenon in relation to structures, it is of significance to accurately investigate the structure behavior under blast loads. Due to its rapid and transient nature, blast loading is one of the most important dynamic loadings on the structures. Since masonry materials are widely used as the partition and bearing walls in the existing and newly-built ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: MATEC Web of Conferences
سال: 2018
ISSN: 2261-236X
DOI: 10.1051/matecconf/201820701002