Seismic performance assessment and improvement of prestressed concrete buildings based on e-defense shaking table test

被引：0

作者：

Nagae, Takuya ^{[1
]}

Tahara, Kenichi ^{[1
]}

Fukuyama, Kunio ^{[1
]}

Matsumori, Taizo ^{[1
]}

Shiohara, Hitoshi ^{[2
]}

Kabeyasawa, Toshimi ^{[3
]}

Kono, Susumu ^{[2
]}

Nishiyama, Minehiro ^{[2
]}

Nishiyama, Isao ^{[4
]}

机构：

[1] Graduate School of Engineering, University of Tokyo

[2] Building Department, NILIM

来源：

Journal of Structural and Construction Engineering | 2012年 / 77卷 / 671期

关键词：

Moment frame; Multi-story-wall; Prestressed concrete; Shaking table test;

D O I：

10.3130/aijs.77.75

中图分类号：

学科分类号：

摘要：

A four-story prestressed concrete building is tested by using the E-Defense shake-table facility. The test building with a rectangular plan utilizes the moment frame system in the longitudinal direction and the multi-story wall frame system in the transverse direction. For a series of tests, the intensity of input ground motions is gradually increased. Finally, the moment frame system sustains the maximum story drifts more than 0.05 rad exhibiting a partial mechanism, while the multi-story wall frame system remains the story drifts less than 0.02 rad.

引用

页码：75 / 84

页数：9

共 5 条

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[2]

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[3]

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[5]

Nakashima M., Leon R.T., An outline and benefit of research collaboration between nees and e-defense, 14th World Conference on Earthquake Engineering, (2008)

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