Effective Slab Width for Evaluating Ultimate Seismic Capacities of Reinforced Concrete Buildings

Author:

Kabeyasawa Toshimi,Kabeyasawa Toshikazu

Publisher

Springer Singapore

Reference11 articles.

1. Architectural Institute of Japan: Article 8: Basics of structural analysis. AIJ Standard for Structural Calculation of Reinforced Concrete Structures, 63–64 (2009). AIJ (in Japanese)

2. Building Center of Japan: Guidelines for Structural Standard Requirements on Buildings, 620–663 (2007). BCJ (in Japanese)

3. Suzuki, N., Otani, S., Kobayashi, Y.: Three-dimensional beam-column subassemblages under bidirectional earthquake loadings. In: Proceedings of the Eighth World Conference on Earthquake Engineering, vol. 6, pp. 453–460. Prentice-Hall, San Francisco (1984)

4. Joglekar, M., et al.: Full scale tests of beam-column joints. US-Japan Research: Earthquake Effects on Reinforced Concrete Structures, Publication SP-ACI84, 271–304 (1988). ACI

5. French, C.W., Boroojerdi, A.: Contribution of R.C. floor slabs in resisting lateral loads. J. Struct. Eng. 115(1), 1–18 (1989). ASCE

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