Performance-based seismic design of reinforced concrete ductile buildings subjected to large energy demands

Earthquake and Structures

Volumn 1, Issue 1, 2010, Pages 69-91

  Teran Gilmore, Amador ^a   Sanchez Badillo, Alberto ^b   Espinosa Johnson, Marco ^a  

^a UNIVERSIDAD AUTÓNOMA METROPOLITANA   (Mexico)

^b Alonso y Asociados   (Mexico)

Author keywords

Cumulative plastic demands; Ductile reinforced concrete frames; Narrow banded motions; Nonlinear analysis; Stiffness degradation

Indexed keywords

CONCRETES; HYSTERESIS; NONLINEAR ANALYSIS; REINFORCED CONCRETE; SEISMOLOGY; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURES (BUILT OBJECTS);

CUMULATIVE PLASTIC DEMANDS; NARROW BANDED; NUMERICAL PERFORMANCE; PERFORMANCE BASED SEISMIC DESIGN; REINFORCED CONCRETE FRAMES; SEISMIC DESIGN CODE; STIFFNESS DEGRADATION; STRUCTURAL PERFORMANCE;

SEISMIC DESIGN;

EID: 79952824274     PISSN: 20927614     EISSN: 20927622     Source Type: Journal    
DOI: 10.12989/eas.2010.1.1.069     Document Type: Article

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