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- [31] Nonlinear analysis of a reinforced concrete building with a soft first story collapsed by the 1995 Hyogoken-Nanbu earthquake CEMENT & CONCRETE COMPOSITES, 1997, 19 (03): : 213 - 221
- [32] Application of the TC4 manual for soil liquefaction assessment to the 1995 Hyogoken-Nanbu (Kobe) earthquake SEISMIC BEHAVIOUR OF GROUND AND GEOTECHNICAL STRUCTURES, 1997, : 135 - 143
- [33] Nonlinear analysis of a reinforced concrete building with a soft first story collapsed by the 1995 Hyogoken-Nanbu earthquake Cement and Concrete Composites, 1997, 19 (03): : 213 - 221
- [36] Response analysis of a 25-story SRC building during the 1995 Hyogoken-Nanbu (Kobe) Earthquake PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTING IN CIVIL AND BUILDING ENGINEERING, VOLS 1-4, 1997, : 1173 - 1178
- [37] Performance of steel bridges during the 1995 Hyogoken-Nanbu (Kobe, Japan) earthquake - A North American perspective ADVANCES IN STEEL STRUCTURES, VOLS 1 AND 2, 1996, : 547 - 552
- [39] Seismic behavior of the alluvial clay layer at Kobe Port Island during the 1995 Hyogoken-Nanbu earthquake SEISMIC BEHAVIOUR OF GROUND AND GEOTECHNICAL STRUCTURES, 1997, : 51 - 60
- [40] Estimation of ground motion intensity in Kobe during the 1995 Hyogoken-Nanbu, Japan earthquake by a simplified zonation method SEISMIC BEHAVIOUR OF GROUND AND GEOTECHNICAL STRUCTURES, 1997, : 97 - 101