한국지진공학회논문집 (Journal of the Earthquake Engineering Society of Korea)

  • 제2권3호
  • /
  • Pages.61-71
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  • 1998
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  • 1226-525X(pISSN)
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  • 2234-1099(eISSN)
한국지진공학회 (Earthquake Engineering Society of Korea)
권호 표지

Performance-Based Seismic Design of Reinforced Concrete Building Structures Using Inelastic Displacements Criteria

  • 발행 : 1998.09.01
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초록

A performance-based seismic design method for reinforced concrete building structures being developed in Japan is outlined. Technical and scientific background of the performance-based design philosophy as well as recently developed seismic design guidelines are is presented, in which maximum displacement response to design earthquake motion is used as the limit-state design criteria. A method of estimating dynamic response displacement of the structures based on static nonlinear analysis is described. A theoretical estimation of nonlinear dynamic response considering the characteristics of energy input to the system is described in detail, which may be used as the standard method in the new performance-based code. A desing philosophy not only satisfying the criteria but also evaluating seismic capacity of the structures is also introduced.

키워드

참고문헌

  1. The Building Standard Law of Japan Ministry of Construction
  2. All Structural Design Guidelines for Reinforced Concrete Buildings Based on Ultimate strength Concept (in Japanese) Architectural Institute of Japan
  3. AlJ Structural Design Guidelines for Reinforced Concrete Buildings Based on Ultimate Strength Concept (in English) Architectural Institute of Japan
  4. AIJ Structural Design Guidelines for Reinforced Concrete Buildings Based on Inelastic Displacement Concept (Draft, in Japanese) Architectural Institute of Japan
  5. Proceedings of the Pacific Conference on Earthquake Engineering v.1 Ultimate-state design of reinforced concrete wall-frame structures Kabeysawa, T.
  6. Proceedings of The Ninth World Conference on Earthquake Engineering v.Ⅷ Evaluation of column and wall actions in the ultimate state design of reinforced concrete stuctures Kabeyasawa, T.
  7. Transactions of the Japan Concrete Institute v.18 Estimation of maximum displacement response of reinforced concrete structures based on energy input rate spectrum Nakamura, Y.;Kabeyasawa, T.
  8. Proceedings of the Tenth Japan Earthquake Engineering Symposium Estimation of maximum displacement response of reinforced concrete structures Nakamura, Y.;Kabeyasawa, T.
  9. Transactions of the Japan Concrete Institute v.12 Displacement responses in reinforced concrete open-frame structures during earthquake Kabeyasawa, T.;Watanabe, A.