M. Hirosawa
- コンクリート系建物の柱梁接合部の耐震設計の現状と懸念 (The Existing Condition of Seismic Design for Reinforced Concrete Beam to Column Joints and Anxiety for It). In: Concrete Journal (JCI), v. 41, n. 4 ( 2003). (2003):
- An eccentric‐K braced steel structure. Inelastic tests on a full‐scale six‐storey building. In: Bâtiment International / Building Research and Practice, v. 15, n. 1-6 ( 1987). (1987):