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Images from the Hyogo-ken Nanbu (Kobe) Earthquake of January 17, 1995

The performance of engineered buildings in Kobe is very significant from the U.S. perspective.  That is due to the similarity in structural systems used in the US and Japan since WWII.  Since most of the engineered buildings in the heavily shaken area were constructed in the past several decades using concrete and steel systems familiar to US engineers, the earthquake provided a wealth of relevant information on how our own building stock may perform.  These images contain examples of concrete frame and shear wall buildings, and steel moment braced frame buildings.

*These images and text descriptions are reproductions of slides purchased from the EERI (Earthquake Engineering Research Institute).  For more information, please visit http://www.eeri.org.

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Building Collapse

Business Collapse

Mid-story Collapse
First story collapse of non-ductile concrete frame building.  Collapse of soft first story concrete frame buildings were common.


Collapse of another soft-first story non-ductile concrete frame.


Mid-story collapse of older wing of West Kobe City Hospital.  Note the good performance of the newer wing to the left.



Steel Frame Building

Sannomiya Area
A multi-story braced frame leaning badly.


Partially collapsed steel moment frame in Sannomiya area.  The girders in this single-bay frame were fillet-welded to the columns.


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