Structural behaviour of R.C. Frames with flat beams

WIT Transactions on the Built Environment

Volumn 23, Issue , 1996, Pages 513-522

  Perno, S ^a  

^a SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

SEISMIC DESIGN; STIFFNESS;

COLUMN JOINTS; CYCLIC REVERSAL; LARGE DISPLACEMENTS; R.C. FRAMES; SEISMIC ZONES; SEVERE EARTHQUAKES; STRUCTURAL BEHAVIOUR; ULTIMATE STRENGTH;

REINFORCEMENT;

EID: 84903373619     PISSN: 17433509     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (4)

1. rd Part
2. Recommended Lateral Force Requirements And Commentary-Seismology Commitee Structural Engineers Association of California pag 60-C
3. st part-general and buildings" § 2. 2. 1. 2
4. A. Samuelli Ferretti, S. Pemo "Comportamento sismico di nodi di c. a. fra travi a spessore e pilastri di facciata" Proceedings of G. N. D. T Workshop 1990.