Design models of reinforced masonry walls under monotonic and cyclic loading

Engineering Structures

Volumn 31, Issue 4, 2009, Pages 935-945

  Psilla, Nikoletta ^a   Tassios, Theodossios P ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Codes; Failure modes; Reinforced masonry; Seismic resistance; Shear capacity; Walls

Indexed keywords

COLUMNS (STRUCTURAL); DESIGN; EARTHQUAKES; FOUNDATIONS; MACHINE DESIGN; MASONRY CONSTRUCTION; MASONRY MATERIALS; SAFETY FACTOR; SEISMOLOGY; STEEL RESEARCH; WALLS (STRUCTURAL PARTITIONS);

CODES; FAILURE MODES; REINFORCED MASONRY; SEISMIC RESISTANCE; SHEAR CAPACITY; WALLS;

FAILURE ANALYSIS;

COMPRESSIVE STRENGTH; CYCLIC LOADING; DESIGN METHOD; FAILURE ANALYSIS; REINFORCED CONCRETE; TENSILE STRENGTH; WALL;

EID: 60449114763     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.12.003     Document Type: Article

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