1993
DOI: 10.1016/0267-7261(93)90053-t
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The Spitak, Armenia earthquake of 7 December 1988 — why so much destruction

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Cited by 23 publications
(13 citation statements)
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“…Studies on site effects in urban areas have increased in the recent past, especially after the occurrence of heavy destruction in large cities caused by amplification phenomena: Mexico City in 1985 (Singh et al, 1988), Armenia in 1988(Hadjian, 1993, and Izmit in 1999 (Bakir et al, 2002). The evaluation of site effects is commonly performed by comparing spectral ratios from weak-or strong-motion recordings with surface geology, at a fine scale when sufficient data are available.…”
Section: Introductionmentioning
confidence: 98%
“…Studies on site effects in urban areas have increased in the recent past, especially after the occurrence of heavy destruction in large cities caused by amplification phenomena: Mexico City in 1985 (Singh et al, 1988), Armenia in 1988(Hadjian, 1993, and Izmit in 1999 (Bakir et al, 2002). The evaluation of site effects is commonly performed by comparing spectral ratios from weak-or strong-motion recordings with surface geology, at a fine scale when sufficient data are available.…”
Section: Introductionmentioning
confidence: 98%
“…The social issues are the problems of dealing with the dead, injured, homeless, the orphans, and the populations' ability to cope with this level of disaster (Hadjian, 1992). The ethical issue relates to the level of safety provided by planners, engineers, and construction scientists for the community when planning these developments, when compared to the use of funds for other purposes.…”
Section: Development Of the New Regional Planmentioning
confidence: 99%
“…Although collapse of the systems was attributed to failure of welded column splices and shear failure of the beams and poor materials, the lack of diaphragm integrity is thought to have prevented redistribution of forces and contributed to the overall lack of performance. Evaluation by Hadjian (1993) also pointed out that the Soviet design approach assumed that the jointed untopped hollow core floor acted as a rigid diaphragm, which was in fact not the case. According to Hadjian, approaches used in design calculations "had nothing to do with the actual response of the structure.…”
Section: Performance In Past Earthquakesmentioning
confidence: 99%