Influence of seismic design criteria on blast resistance of RC framed buildings: A case study

Engineering Structures

Volumn 44, Issue , 2012, Pages 78-93

  Parisi, Fulvio ^a   Augenti, Nicola ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Blast resistance; Local analysis; Pushdown analysis; RC framed buildings; Seismic design

Indexed keywords

3D MODELS; BEAM-COLUMN JOINTS; DESIGN CRITERION; DYNAMIC INCREASE FACTOR; EUROCODE 8; FLEXURAL-SHEAR; FRAMED STRUCTURE; GLOBAL DUCTILITY; GRAVITY LOADS; INCLINED BEAMS; LIMITED STRENGTH; LOAD-BEARING CAPACITY; LOCAL ANALYSIS; PRESSURE-IMPULSE DIAGRAMS; PUBLIC BUILDINGS; PUSHDOWN ANALYSIS; RESIDUAL LOAD-CARRYING CAPACITY; STATIC AND DYNAMIC ANALYSIS; TERRORIST ATTACKS; URBAN HABITAT;

BLAST RESISTANCE; EARTHQUAKE RESISTANCE; SEISMIC DESIGN; STATIC ANALYSIS; THREE DIMENSIONAL;

BUILDINGS;

BUILDING CODE; DUCTILITY; EARTHQUAKE ENGINEERING; LOADING; REINFORCED CONCRETE; SEISMIC DESIGN; THREE-DIMENSIONAL MODELING; URBAN AREA;

EID: 84863000004     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.05.046     Document Type: Article

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