Performance of the quay wall with high seismic resistance

Structural Engineering/Earthquake Engineering

Volumn 17, Issue 2, 2000, Pages

  Ichii, K ^a   Iai, S ^a   Morita, T ^a  

^a Ministry of Land Infrastructure and Transport   (Japan)

Author keywords

Deformation; Liquefaction; Quay wall; Seismic coefficient

Indexed keywords

DEFORMATION; DYNAMIC RESPONSE; EARTHQUAKE RESISTANCE; SOIL LIQUEFACTION; STRUCTURAL ANALYSIS;

SEISMIC COEFFICIENT;

QUAY WALLS;

EID: 0034289464     PISSN: 02898063     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (11)

1. Performance of caisson type quay walls at Kobe port
2. Effective stress analyses of port structures
3. Case studies of caisson type quay wall damage by 1995 Hyogoken-nambu earthquake
4. Strong-motion earthquake records on the 1995 Hyogo-ken nambu earthquake in port areas
5. Strain space plasticity model for cyclic mobility
6. Analysis of cyclic behavior of anisotropically consolidated sand
7. Simplified method to determine parameter of FLIP
8. Correction of orientation error of borehole strong motion array records obtained during the South Hyogo Earthquake of Jan. 17, 1995
9. Liquefaction of Sandy Deposit
10. Relation between seismic coefficient and ground acceleration for gravity quay wall