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Limit equilibrium analysis of masonry buttresses and towers under lateral and gravity loads
Nicos Makris
*
,
Haris Alexakis
*
Corresponding author for this work
College of Engineering and Physical Sciences
Engineering Systems & Supply Chain Management
Research output
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Article
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peer-review
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Dive into the research topics of 'Limit equilibrium analysis of masonry buttresses and towers under lateral and gravity loads'. Together they form a unique fingerprint.
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Keyphrases
Masonry
100%
Limit Equilibrium Analysis
100%
Lateral Load
100%
Gravity Load
100%
Inertial Loading
33%
Shear Failure
33%
Masonry Towers
33%
Aspect Ratio
16%
Loading Configuration
16%
Mechanical Properties
16%
Unilateral Behavior
16%
Failure Criterion
16%
Failure Mechanism
16%
Vertical Loading
16%
Load Increase
16%
Limit State
16%
Slender Masonry Structures
16%
Earthquake Shaking
16%
Lateral Capacity
16%
Free Region
16%
Rotational Inertia
16%
Tower Collapse
16%
Oblique Force
16%
Ground Shaking
16%
Additional Inertia Force
16%
Equivalent Static Analysis
16%
Engineering
Buttress
100%
Gravity Load
100%
Tower
100%
Shear Failure
28%
Aspect Ratio
14%
Rotational
14%
Failure Criterion
14%
Failure Mechanism
14%
Limit State
14%
Masonry Structure
14%
Inertia Force
14%
Lateral Limit
14%
Static Analysis
14%
Arch
14%