Spatial stochastic D-RBA and limit equilibrium analysis of unreinforced masonry pier-spandrel structures

Author:

Pulatsu BoraORCID,Gonen SemihORCID,Funari Marco Francesco,Parisi FulvioORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference71 articles.

1. Tensile fracture mechanism of masonry wallettes parallel to bed joints: a stochastic discontinuum analysis;Pulatsu;Model Open Access J Model Eng Sci,2020

2. Probability and structural reliability assessment of mortar joint thickness in load-bearing masonry walls;Mojsilović;Struct Saf,2015

3. Out-of-plane seismic capacity of masonry depending on wall section morphology;De Felice;Int J Archit Herit,2011

4. Discrete element modeling of masonry structures: validation and application;Pulatsu;Earthq Struct,2016

5. Study of the effect of construction techniques on the seismic capacity of ancient dry-joint masonry towers through DEM;Pulatsu;Eur J Environ Civ Eng,2020

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