An Empirical Impact Resistant Design Formula of RC Beams With Statically Bending Failure Mode
Auteur(s): |
Norimitsu Kishi
(JAPAN SOCIETY OF CIVIL ENGINEERS)
Hiroshi Mikami (JAPAN SOCIETY OF CIVIL ENGINEERS) Ken-ichi G. Matsuoka (JAPAN SOCIETY OF CIVIL ENGINEERS) Tomohiro Ando (JAPAN SOCIETY OF CIVIL ENGINEERS) |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | 土木学会論文集 (Doboku Gakkai rombunshū), avril 2000, n. 647, v. 2000 |
Page(s): | 177-190 |
DOI: | 10.2208/jscej.2000.647_177 |
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sur cette fiche - Reference-ID
10620638 - Publié(e) le:
24.08.2021 - Modifié(e) le:
24.08.2021