3D rigid block micro-modelling of a full-scale unreinforced brick masonry building using mathematical programming

2016 ◽  
Vol 1 (3) ◽  
pp. 189 ◽  
Author(s):  
Lucrezia Cascini ◽  
Francesco Portioli ◽  
Raffaele Landolfo
Keyword(s):  
Mathematical Programming ◽  
Brick Masonry ◽  
Full Scale ◽  
Masonry Building ◽  
Rigid Block

In Situ Lateral Load Testing of a Two-Story Solid Clay Brick Masonry Building

2018 ◽  
Vol 32 (5) ◽  
pp. 04018058 ◽  
Author(s):  
Alper Aldemir ◽  
Baris Binici ◽  
Erdem Canbay ◽  
Ahmet Yakut
Keyword(s):  
Lateral Load ◽  
Brick Masonry ◽  
Masonry Building ◽  
Load Testing ◽  
Clay Brick

Understanding rigid-block equilibrium method via mathematical programming

2021 ◽  
pp. 1-39
Author(s):  
Gene Ting-Chun Kao ◽  
Antonino Iannuzzo ◽  
Stelian Coros ◽  
Tom Van Mele ◽  
Philippe Block
Keyword(s):  
Mathematical Programming ◽  
Rigid Block ◽  
Equilibrium Method

Shaking Table Test of a Strengthened Full-Scale Stone Masonry Building with Flexible Diaphragms

2013 ◽  
Vol 8 (3) ◽  
pp. 349-375 ◽  
Author(s):  
Guido Magenes ◽  
Andrea Penna ◽  
Ilaria Enrica Senaldi ◽  
Maria Rota ◽  
Alessandro Galasco
Keyword(s):  
Shaking Table Test ◽  
Full Scale ◽  
Shaking Table ◽  
Stone Masonry ◽  
Masonry Building ◽  
Flexible Diaphragms

Experimental Behavior of Full Scale URM Building Retrofitted with Ferrocement Overlay

2011 ◽  
Vol 255-260 ◽  
pp. 319-323 ◽  
Author(s):  
Mohammad Ashraf ◽  
Akhtar Naeem Khan ◽  
Qaisar Ali ◽  
Khan Shahzada ◽  
Amjad Naseer
Keyword(s):  
Deformation Behavior ◽  
Load Capacity ◽  
Damage Mechanism ◽  
Full Scale ◽  
Shear Mode ◽  
Masonry Building ◽  
Deformation Capacity ◽  
Grout Injection ◽  
Beneficial Effects ◽  
Energy Dissipation Capacity

This paper presents a study on the behavior of a damaged full scale unreinforced brick masonry building, retrofitted with ferrocement overlay and cement based grout injection, tested under cyclic loading. Damage mechanism and force-deformation behavior of the retrofitted structure are compared with its pre-damaged response to quantify the beneficial effects of retrofitting scheme. The lateral load capacity of the retrofitted building was significantly improved and the damage mechanism was transformed from mixed compression-flexural-shear mode to a more stable flexural rocking mode. The energy dissipation capacity, however, remained unchanged and the deformation capacity was slightly decreased.

Shaking table tests on a full-scale unreinforced and IMG-retrofitted clay brick masonry barrel vault

2016 ◽  
Vol 14 (6) ◽  
pp. 1663-1693 ◽  
Author(s):  
V. Giamundo ◽  
G. P. Lignola ◽  
G. Maddaloni ◽  
F. da Porto ◽  
A. Prota ◽  
...  
Keyword(s):  
Brick Masonry ◽  
Full Scale ◽  
Shaking Table ◽  
Shaking Table Tests ◽  
Clay Brick
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