EFFECT OF SPATIALLY RANDOM GROUND MOTIONS ON A ONE-STORY WOODEN BUILDING CONSIDERING STIFFNESS OF HORIZONTAL DIAPHRAGM
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Reference20 articles.
1. VIBRATION BEHAVIOR OF TIMBER STRUCTURE WITH SEMI-RIGID JOINT : Effect of stiffness of horizontal diaphragm
2. THE SCOPE OF RIGID FLOOR ASSUMPTION FOR SINGLE-STORY BOX TYPE BUILDING : A study on horizontal twist behavior considering floor stiffness by wooden construction (Part 1)
3. 3) Bolt, B.A., Tsai, Y.B., Yeh, K. and Hsu, M.K.: Earthquake strong motions recorded by a large near-source array of digital seismographs, Earthquake Engineering and Structural Dynamics, Vol.10, pp.561-573, 1982.7
4. ANALYSIS ON AMPLIFICATION CHARACTERISTICS OF GROUND MOTION IN TOPOGRAPHIC IRREGULAR SITE SUBJECTED TO SPATIALLY VARYING INCIDENT WAVE
5. 5) Der Kiureghian, A.: A coherency model for spatially varying ground motions, Earthquake Engineering and Structural Dynamics, Vol.25, pp.99-111, 1996.1
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