The finite element analysis of collapse loads of single-spanned historic masonry arch bridges (Ordu, Sarpdere Bridge)
暂无分享,去创建一个
[1] Paolo Foraboschi,et al. Mechanical behavior of the timber–terrazzo composite floor , 2015 .
[2] Saadet Toker,et al. MATHEMATICAL MODELING AND FINITE ELEMENT ANALYSIS OF MASONRY ARCH BRIDGES , 2004 .
[3] Paolo Foraboschi,et al. Non-linear static analysis of masonry buildings based on a strut-and-tie modeling , 2013 .
[4] Ipek Nese Sener,et al. AN INNOVATIVE METHODOLOGY AND STRUCTURAL ANALYSIS FOR RELOCATION OF HISTORICAL MASONRY MONUMENTS: A CASE STUDY IN HASANKEYF , 2004 .
[5] Paolo Foraboschi,et al. Effectiveness of novel methods to increase the FRP-masonry bond capacity , 2016 .
[6] Wei-Xin Ren,et al. Dynamic analysis of a half-through concrete-filled steel tubular arch bridge , 2005 .
[7] Paolo Foraboschi,et al. Analytical model to predict the lifetime of concrete members externally reinforced with FRP , 2015 .
[8] Petr Hradil,et al. Stochastic analysis of historical masonry structures , 2001 .
[9] Paolo Foraboschi,et al. The central role played by structural design in enabling the construction of buildings that advanced and revolutionized architecture , 2016 .
[10] G. Frunzio,et al. 3D F.E.M. analysis of a Roman arch bridge , 2001 .
[11] Thomas E. Boothby,et al. Service Load Response of Masonry Arch Bridges , 1998 .
[12] Thomas E. Boothby,et al. Three-dimensional modelling and full-scale testing of stone arch bridges , 2001 .
[13] Paolo Foraboschi,et al. Experimental investigation on bricks from historical Venetian buildings subjected to moisture and salt crystallization , 2014 .
[14] Paolo Foraboschi. Specific structural mechanics that underpinned the construction of Venice and dictated Venetian architecture , 2017 .
[15] Adem Dogangun,et al. Turkish historical arch bridges and their deteriorations and failures , 2008 .