Prediction of the out-of-plane response of infilled frames under seismic loads by a new fiber-section macro-model

2016 ◽  
pp. 1325-1332 ◽  
Author(s):  
P.B. Shing ◽  
L. Cavaleri ◽  
F. Di Trapani
Keyword(s):  
Seismic Loads ◽  
Infilled Frames ◽  
Macro Model ◽  
Out Of Plane

Performance of clay masonry veneer in wood-stud walls subjected to out-of-plane seismic loads

2010 ◽  
Vol 39 (14) ◽  
pp. 1585-1609 ◽  
Author(s):  
Hussein O. Okail ◽  
P. Benson Shing ◽  
Richard E. Klingner ◽  
William M. McGinley
Keyword(s):  
Seismic Loads ◽  
Out Of Plane

Experimental Out-Of-Plane Behavior of Brick Masonry Infilled Frames

2018 ◽  
Vol 14 (2) ◽  
pp. 221-237 ◽  
Author(s):  
Farhad Akhoundi ◽  
Graça Vasconcelos ◽  
Paulo Lourenço
Keyword(s):  
Brick Masonry ◽  
Infilled Frames ◽  
Out Of Plane ◽  
Masonry Infilled Frames

A new macro-model to analyse the combined in-plane/out-of-plane behaviour of unreinforced and strengthened infill walls

2022 ◽  
Vol 250 ◽  
pp. 113487
Author(s):  
Marco Donà ◽  
Massimiliano Minotto ◽  
Nicolò Verlato ◽  
Francesca da Porto
Keyword(s):  
Infill Walls ◽  
Macro Model ◽  
Out Of Plane

Performance of a Post-Byzantine Triple-Domed Basilica under Near and Far Fault Seismic Loads

2015 ◽  
pp. 831-867 ◽  
Author(s):  
Constantine C. Spyrakos ◽  
Charilaos A. Maniatakis ◽  
Panagiotis Kiriakopoulos ◽  
Alessio Francioso ◽  
Ioannis M. Taflampas
Keyword(s):  
Structural Damage ◽  
New Technology ◽  
Element Model ◽  
Seismic Loads ◽  
Regional Seismicity ◽  
Near Fault ◽  
Collapse Mechanisms ◽  
Before And After ◽  
Out Of Plane ◽  
Structural Parts

In this Chapter a triple-domed basilica constructed at the end of the 19th century is selected as a case study to present a methodology for the selection of the appropriate intervention techniques in monumental structures. The methodology includes in-situ and laboratory testing, application of analytical methods, consideration of geotechnical parameters and regional seismicity. Seismic loads are estimated according to contemporary and older concepts for seismic design. Since the impact of near-fault phenomena on masonry structures has not been thoroughly studied, although considered as responsible for extensive structural damage during major seismic events, a procedure is presented in order to account for the special characteristics of strong ground motion, in the so-called near-fault region. The seismic performance of the structure before and after interventions, using traditional and new technology, is assessed by applying a validated finite element model. Also, the out-of-plane behavior of structural parts is evaluated through kinematic analysis of selective collapse mechanisms.

Multi-strut macro-model for masonry infilled frames with openings

2020 ◽  
Vol 32 ◽  
pp. 101683
Author(s):  
Mohammad Yekrangnia ◽  
Panagiotis G. Asteris
Keyword(s):  
Infilled Frames ◽  
Macro Model ◽  
Masonry Infilled Frames

Simplified macro-model for infill masonry walls considering the out-of-plane behaviour

2015 ◽  
Vol 45 (4) ◽  
pp. 507-524 ◽  
Author(s):  
André Furtado ◽  
Hugo Rodrigues ◽  
António Arêde ◽  
Humberto Varum
Keyword(s):  
Masonry Walls ◽  
Macro Model ◽  
Out Of Plane ◽  
Infill Masonry

Out-of-plane performance of a brick veneer steel-framed house subjected to seismic loads

2012 ◽  
Vol 28 (1) ◽  
pp. 779-790 ◽  
Author(s):  
Vidal P. Paton-Cole ◽  
Emad F. Gad ◽  
Charles Clifton ◽  
Nelson T.K. Lam ◽  
Carl Davies ◽  
...  
Keyword(s):  
Seismic Loads ◽  
Out Of Plane ◽  
Brick Veneer

Calculating Size Limitations of Non-Load-Bearing Walls under Seismic Loads

2012 ◽  
Vol 204-208 ◽  
pp. 2646-2652
Author(s):  
Chun Xia Yang ◽  
Qing Qing Liu ◽  
Li Juan Sun ◽  
Jian Guo Liang
Keyword(s):  
Mechanical Properties ◽  
Bearing Capacity ◽  
Thickness Ratio ◽  
Seismic Loads ◽  
Infill Walls ◽  
Load Bearing ◽  
Design Specifications ◽  
Out Of Plane

Infill walls,etc. non-load-bearing walls are vulnerable to fracture when these are subjected to out-of-plane seismic loads. Studies suggest that the overall dimensions of non-load-bearing walls are the important parameters to affect its out-of-plane mechanical properties, but most of these researches are qualitative researches, do not give specific size limitations. This paper based on codes has calculated out-of-plane loads of non-load-bearing walls, then bearing capacity check formulas have been deduced when non-load-bearing walls are subjected to out-of-plane seismic loads, finally the size limitations used in the height-thickness ratio check and seismic check are obtained.The conclusions fill up gaps in research of non-load-bearing walls ,and provide reference for the design specifications of non-load-bearing walls.

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