Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result

15

20

time (s)

25

30

15

20

time (s)

25

30

Fig. 21. Time-history curves of the deformation angle of joints in the

north corner (numerical analysis after data assimilation): (a) west corner in roof flo; and (b) west corner in second floor.

© ASCE

Data Availability Statement

This research was conducted as part of a collaborative research

by Kyoto University, Osaka Institute of Technology, and JAXA,

“Examination of data assimilation method for simulation of

collapse analysis of wooden houses using quality engineering.”

In the time-history response analysis, we used the Japan Aerospace

Exploration Agency supercomputer system JSS3. In addition,

NCN Co., Ltd. cooperated with the test specimen of the shaking

table test.

Experiment

(a)

Deformation Angle (rad)

Downloaded from ascelibrary.org by 130.54.130.252 on 12/20/23. Copyright ASCE. For personal use only; all rights reserved.

Experiment

Analysis

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-10

100

100

90

90

80

80

70

70

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60

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50

40

40

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30

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20

Standard curve

Standard curve

10

10

0.00 0.01 0.02 0.03 0.04 0.05

0.00 0.01 0.02 0.03 0.04 0.05

(a)

(b)

Deformation Angle (rad)

Deformation Angle (rad)

Moment (kNm)

10

Moment (kNm)

Inter-story drift (mm)

15

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