The effects of horizontal and vertical ground motion near and far field regions

Proceedings - 2nd International PhD Symposium in Civil Engineering

Volumn , Issue , 1998, Pages 461-467

  Tîrcǎ, Lucia ^a   Gioncu, Victor ^a  

^a POLITEHNICA UNIVERSITY OF TIMISOARA   (Romania)

Author keywords

Ductility demands; Far field; Near field; Pulse; Velocity

Indexed keywords

EARTHQUAKE ENGINEERING; VELOCITY;

DESIGN AND CONSTRUCTION; DESIGN PHILOSOPHY; DUCTILITY DEMANDS; FAR FIELD; NEAR FIELD GROUND MOTION; NEAR FIELDS; PULSE; VERTICAL GROUND MOTION;

EARTHQUAKES;

EID: 84957861641     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Bertero,1996, "State-of-the-art report on design criteria, in Eleventh World Conference on Earthquake Engineering, Acapulco.
2. Cosenza A.,(1995),"Recent trends in the field of earthquake damage interpretation, in.Tenth European Conference on Earthquakes Engineering, Balkema, Rotterdam, Vol 1, 763-771.
3. Iwan, W.D: (1997): "Drift spectrum: Measure of demand for earthquake ground motions" Journal of structural Engineering, Vol. 123, No.4, 397-404
4. JSSC,Japanese Society of Steel Constructions(1997), "Kobe earthquake damage to steel moment connections and suggested improvement, Technical Report, No.39.
5. Mazzolani, Gioncu (1995), "Behaviour of steel structures in Seismic Areas,STESSA 94", Proc. of Conference Timisöara, Romania, E and FN Spon, Londra.
6. Miller, 1995, "Northridge: The role of welding clarified", In Seventh Canadian Conference on Earthquake Engineering, Montreal, p573-580.