Analysis of the damage potential of the Kocaeli (Turkey) earthquake of 17 August 1999

Engineering Structures

Volumn 22, Issue 7, 2000, Pages 746-754

  Elnashai, A S ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE BUILDINGS; DEFORMATION; DYNAMIC RESPONSE; REINFORCED CONCRETE; STRUCTURAL ANALYSIS;

DAMAGE POTENTIAL;

EARTHQUAKE RESISTANCE;

EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; KOCAELI EARTHQUAKE 1999; SEISMIC DESIGN; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

TURKEY;

EID: 0034110140     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00104-2     Document Type: Article

References (10)

1. Campos-Costa A., Pinto A.V. European seismic hazard scenarios - an approach to the definition of input motions for testing and reliability assessment of civil engineering structures. JRC Special Publication, No X/99/XX. 1999;Joint Research Centre, Ispra, Italy.
2. Ozcebe G., Saatcioglu M. Hysteretic shear model for reinforced concrete members. ASCE, ST Division. 115:1989;133-148.
3. Gulkan P., Sozen M. Inelastic response of reinforced concrete structures to earthquake motions. ACI J. 71:1974;604-610.
4. Martinez-Rueda E., Elnashai A.S. Confined concrete model under cyclic load. Mater. Struct. 30(1):1997;139-147.
5. Elnashai A.S., Izzuddin B.A. Modelling of material non-linearities in steel structures subject to transient dynamic loading. Earthquake Engng Struct. Dynamics. 22:1993;509-532.
6. Izzuddin BA, Elnashai AS. ADAPTIC, A program for the adaptive large displacement inelastic dynamic analysis of steel, concrete and composite frames. Engineering seismology and earthquake engineering, report no. ESEE 7/89, Imperial College, October, 1989.
7. Broderick B.M., Elnashai A.S., Izzuddin B.A. Observations on the effect of numerical dissipation on the nonlinear dynamic response of structural systems. J. Engng Struct. 16(1):1994;51-62.
8. Broderick B.M., Elnashai A.S. Analysis of the failure of interstate 10 freeway ramp during the Northridge earthquake of 17 January 1994. Earthquake Engng Struct. Dynamics. 24:1995;189-208.
9. Carvalho E.C., Coelho E., Campos-Costa A. Preparation of the full-scale tests on reinforced concrete frames. Characteristics of the test specimens, materials and testing conditions. Innovative seismic design concepts for new and existing structures (ICONS), European network TMR, report. 1999;LNEC, Lisbon, Portugal.
10. Pinho R. Selective repair and strengthening of RC buildings. PhD thesis, ESEE Section, Imperial College, submitted October 1999.