Risk analysis of industrial structures under extreme transient loads

Soil Dynamics and Earthquake Engineering

Volumn 24, Issue 6, 2004, Pages 435-448

  Talaslidis, D G ^a   Manolis, G D ^a   Paraskevopoulos, E ^a   Panagiotopoulos, C ^a   Pelekasis, N ^b   Tsamopoulos, J A ^c  

^a ARISTOTLE UNIVERSITY OF THESSALONIKI   (Greece)

^b UNIVERSITY OF THESSALY   (Greece)

^c UNIVERSITY OF PATRAS   (Greece)

Author keywords

Chemical explosions; Finite elements; Fragility curves; Industrial structures; Latin hypercube method; Risk analysis; Seismic loads; Structural dynamics

Indexed keywords

EARTHQUAKES; RISK ASSESSMENT; SEISMOLOGY; STIFFNESS;

FRAGILITY CURVES; TRANSIENT LOADS;

SOIL MECHANICS;

DYNAMIC RESPONSE; SEISMIC RESPONSE; STORAGE TANK;

DYNAMIC RESPONSE; EARTHQUAKE ENGINEERING; INDUSTRIAL STRUCTURE; SEISMIC RESPONSE;

EID: 2542498111     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2004.02.003     Document Type: Article

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