Seismic Response and Design Spectra

Author:

Naeim Farzad,Paz Mario

Publisher

Springer US

Reference40 articles.

1. Anderson, J.C., and Naeim, F. (1984) “Design Criteria and Ground Motion Effectson Seismic Response of Multistory Buildings.” In Critical Aspects of Earthquake Ground Motion and Building Damage Potential, ATC-10-1. Applied Technology Council, San Francisco, CA.

2. Anderson, J. C., and Bertero, V. V. (1987) “Uncertainties in Establishing Design Earthquakes.” J. of Structural Engineering, ASCE 113(8): 1709–1724.

3. ATC (Applied Technology Council) (1974) An Evaluation of A Response Spectrum Approach to Seismic Design of Buildings, ATC-2. Applied Technology Council, San Francisco, CA.

4. ATC (Applied Technology Council) (1978) Tentative Provisions for the Development of Seismic Regulations for Buildings, ATC-3-06. National Bureau of Standards, Spec. Publ. 510.

5. Bertero, V. V.; Anderson, J. C.; Krawinkler, H.; and Miranda, E. (1991) Design guidelines for ductility and drift limits: Review of state-of-the-practice and of-the-art on ductility and drift-based earthquake-resistant design of buildings. A Cure-Kajima Research Report, Berkeley, CA.

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1. Strong Ground Motion Signal Analysis and Nonlinear Response Spectra for Seismic Code Implementation;2022 IEEE International Autumn Meeting on Power, Electronics and Computing (ROPEC);2022-11-09

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