Shake-Table Test of a Full-Scale 4-Story Precast Concrete Building. II: Analytical Studies

Author:

Gavridou Sofia1,Wallace John W.2,Nagae Takuya3,Matsumori Taizo4,Tahara Kenich5,Fukuyama Kunio6

Affiliation:

1. Lecturer and Postdoctoral Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593.

3. Associate Professor, Disaster Mitigation Research Center, Nagoya Univ., Chikusa, Nagoya, Aichi 464-8601, Japan.

4. Senior Researcher, National Research Institute for Earth Science and Disaster Prevention, 1501-21 Nishikameya, Mitsuda, Shijimi-cho Miki, Hyogo 673-0515, Japan.

5. Fujita Corporation, 4-25-2, Sendagaya Shibuya, Tokyo 151-8570, Japan.

6. Visiting Researcher, National Research Institute for Earth Science and Disaster Prevention, 1501-21 Nishikameya, Mitsuda, Shijimi-cho Miki, Hyogo 673-0515, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. A simplified analysis method for characterizing unbonded post-tensioned precast wall systems

2. Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames

3. Fenwick R. C. Davidson B. J. and Lau D. B. N. (2005). “Interaction between ductile RC perimeter frames and floor slabs containing precast units.” 2005 New Zealand Society for Earthquake Engineering Conf. New Zealand Society for Earthquake Engineering Wellington New Zealand.

4. Gavridou S. (2015). “Shake table testing and analytical modeling of a full-scale four-story unbonded post-tensioned concrete wall building.” Ph.D. dissertation Univ. of California Los Angeles.

5. Shake-table test of a full-scale 4-story precast concrete building. I: Overview and experimental results;Gavridou S.;J. Struct. Eng.,2017

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