Nonstationary Random Critical Excitation for Acceleration Response-Reference-Cited by-同舟云学术

Nonstationary Random Critical Excitation for Acceleration Response

Published:2001-06 Issue:6 Volume:127 Page:544-556
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Takewaki Izuru¹²

Affiliation:

1. Member, ASCE

2. Assoc. Prof., Dept. of Arch. and Arch. Sys., Grad. School of Engrg., Kyoto Univ., Sakyo, Kyoto 606-8501, Japan. E-mail: takewaki@archi.kyoto-u.ac.jp

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A6%28544%29

Reference28 articles.

1. Ahmadi G. ( 1979). “On the application of the critical excitation method to aseismic design.” J. Struct. Mech. 7 55–63.

2. Baratta A. Elishakoff I. Zuccaro G. and Shinozuka M. ( 1998). “A generalization of the Drenick-Shinozuka model for bounds on the seismic response of a single-degree-of-freedom system.” Earthquake Engrg. and Struct. Dynamics 27 423–437.

3. Maximum Structural Response Using Convex Models

4. Ben-Haim Y. and Elishakoff I. ( 1990). Convex models of uncertainty in applied mechanics Elsevier Science Amsterdam.

5. Fully Nonstationary Analytical Earthquake Ground-Motion Model

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