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大学・研究所にある論文を検索できる 「An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation」の論文概要。リケラボ論文検索は、全国の大学リポジトリにある学位論文・教授論文を一括検索できる論文検索サービスです。

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An Analytical Method to Reproduce Seismic Behavior of a Two-Story Cross-Laminated Timber Building at Large Deformation

Momose, So Nakagawa, Takafumi Namba, Tokikatsu Isoda, Hiroshi Miyake, Tatsuya 京都大学 DOI:10.1061/jsendh.steng-11711

2023.06

概要

Understanding the seismic resistance mechanisms and safety limits of cross-laminated timber (CLT) buildings and performing an accurate evaluation of their seismic performance is critical in earthquake-prone areas such as Japan, the US, and Italy to ensure that human lives are protected against major earthquakes. However, the knowledge from shaking table tests of full-scale CLT buildings is limited, and most tests’ maximum interstory drift is less than 4%. As a first step toward collapse analysis, this study replicated a full-scale two-story shake table experiment with a maximum interstory drift of 8.77%. The analysis software was developed by the authors and modified to consider the restoring force and the P–δ effect to replicate seismic behavior at large deformation. The skeleton curve parameters were employed in the analysis model and then changed. The results that matched the experimental results well were searched comprehensively by performing data assimilation. As a result, both the overall behavior (story shear force–interstory drift relationship) and the detailed behavior (uplift displacement of CLT wall foot of the first story) were consistent with the experimental results, indicating that the proposed analytical method can replicate the seismic behavior of CLT buildings even at large deformation.

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参考文献

Azumi, Y., T. Miyake, K. Matsumoto, I. Sakurai, and N. Kawai. 2019.

“A study on expansion and improvement of the structural design

method for CLT panel construction, Part 2 Simplification of numerical

analysis model by Multiple Spring element.” [In Japanese.] In Proc.,

Summaries of Technical Papers of Annual Meeting, 461–462. Tokyo:

Architectural Institute of Japan.

Blomgren, H. E., S. Pei, Z. Jin, J. Powers, J. Dolam, J. W. van de Lindt,

A. R. Barbosa, and D. Huang. 2019. “Full-scale shake table testing of

cross-laminated timber rocking shear walls with replaceable components.” J. Struct. Eng. 145 (10): 04019115. https://doi.org/10.1061

/(ASCE)ST.1943-541X.0002388.

Ceccotti, A. 2008. “Few technologies for construction of medium-rise

buildings in seismic regions.” Struct. Eng. Int. 18 (2): 156165. https://

doi.org/10.2749/101686608784218680.

Ceccotti, A., and M. Follesa. 2006. “Seismic behavior of multi-story

XLAM buildings.” In Proc., Int. Workshop on Earthquake Engineering

on Timber Structures. Coimbra, Portugal: Univ. of Coimbra.

Ceccotti, A., C. Sandhaas, M. Okabe, M. Yasumura, C. Minowa, and

N. Kawai. 2013. “SOFIE 3D shaking table test on a seven-storey fullscale cross-laminated timber building.” Earthquake Eng. Struct. Dyn.

42 (13): 2003–2021. https://doi.org/10.1002/eqe.2309.

Cundall, P. A. 1971. “A computer model for simulating progressive

large-scale movements in blocky rock system.” In Proc., Symp. ISRM,

129–136. Lisbon, Portugal: International Society for Rock Mechanics

and Rock Engineering.

Dujic, B., K. Strus, R. Zarnic, and A. Ceccotti. 2010. “Prediction of dynamic response of a 7- storey massive XLAM building tested on a shaking table.” In Proc., WCTE 2010, World Conf. on Timber Engineering.

Torento, Italy: Riva del Garda.

Hidaka, T., T. Nakagawa, and M. Inayama. 2013. “Damage investigation

and collapsing process analysis of Myokenji Hondo damaged from the

Great East Japan EARTHQUAKE: Part 1 Damage investigation and

measurement survey.” [In Japanese.] J. Struct. Eng. 59: 567–572.

Japan Housing and Wood Technology Center. 2016. Design and construction manual for CLT buildings. Koutou ward, Tokyo: Japan Housing

and Wood Technology Center.

JISC (Japanese Industrial Standards Committee). 2010. Set of anchor bolt

with rolled threads for structures. JIS B 1220. Tokyo: JISC.

Meguro, K., and M. Hakuno. 1991. “Simulation of structural collapse due

to earthquakes using extended distinct element method.” [In Japanese.]

In Proc., Summaries of Technical Papers of Annual Meeting, 763–764.

Tokyo: Architectural Press Institute of Japan.

Nakagawa, T., T. Hidaka, and M. Inayama. 2013. “Damage investigation

and collapsing process analysis of Myokenji Hondo damaged from

the Great East Japan EARTHQUAKE: Part 2 Collapsing process

analysis using 3D space frame model.” [In Japanese.] J. Struct. Eng.

59: 573–578.

Nakagawa, T., and M. Ohta. 2003a. “Collapsing process simulations of timber structures under dynamic loading I: Simulations of two-story frame

models.” J. Wood Sci. 49 (5): 392–397. https://doi.org/10.1007/s10086

-002-0500-z.

Nakagawa, T., and M. Ohta. 2003b. “Collapsing process simulations of

timber structures under dynamic loading II: Simplification and qualification of the calculating method.” J. Wood Sci. 49 (6): 499–504. https://

doi.org/10.1007/s10086-002-0507-5.

Namba, T., T. Nakagawa, Y. Kado, A. Takino, and H. Isoda. 2021.

“Study of data assimilation method for the collapsing simulation of

wooden houses using the quality engineering: Part5 Shaking table

tests on wooden structure consisting of moment-resisting frames.”

04023064-12

J. Struct. Eng., 2023, 149(6): 04023064

J. Struct. Eng.

Downloaded from ascelibrary.org by 130.54.130.251 on 12/19/23. Copyright ASCE. For personal use only; all rights reserved.

In Proc., Summaries of Technical Papers of Annual Meeting, 301–

302. [In Japanese.] Tokyo: Architectural Institute of Japan.

Pei, S., M. Popovski, and J. W. van de Lindt. 2013. “Analytical study on

seismic force modification factors for cross-laminated timber buildings.” Can J. Civ. Eng. 40 (9): 887–896. https://doi.org/10.1139/cjce

-2013-0021.

Popovski, M., and I. Garvic. 2016. “Performance of two-storey CLT house

subjected to lateral loads.” J. Struct. Eng. 142 (4): 2016. https://doi.org

/10.1061/(ASCE)ST.1943-541X.0001315.

Rinaldin, G., and M. Fragiacomo. 2016. “Non-linear simulation of

shaking-table tests on 3- and 7-storey X-LAM timber buildings.”

Eng. Struct. 113 (15): 133–148. https://doi.org/10.1016/j.engstruct

.2016.01.055.

Sato, M., H. Isoda, Y. Araki, T. Nakagawa, N. Kawai, and T. Miyake. 2019.

“A seismic behavior and numerical model of narrow paneled crosslaminated timber building.” Eng. Struct. 179 (15): 9–22. https://doi

.org/10.1016/j.engstruct.2018.09.054.

© ASCE

Sato, M., H. Isoda, Y. Araki, T. Nakagawa, and T. Miyake. 2017. “Proposal

of analysis model of CLT structure for small width panel and accuracy

verification intended.” [In Japanese.] J. Struct. Constr. Eng. 82 (741):

1719–1726. https://doi.org/10.3130/aijs.82.1719.

Sumida, K., T. Nakagawa, and H. Isoda. 2020. “Seismic testing and analysis of rocking motions of Japanese after and-beam construction.” J.

Struct. Eng. 147 (2): 04020323. https://doi.org/10.1061/(ASCE)ST

.1943-541X.0002901.

Yasumura, M., K. Kobayashi, M. Okabe, T. Miyake, and K. Matsumoto.

2016. “Full-scale tests and numerical analysis of low-rise CLT structures under lateral loading.” J. Struct. Eng. 142 (4): E4015007. https://

doi.org/10.1061/(ASCE)ST.1943-541X.0001348.

Zhang, X., H. Isoda, K. Sumida, Y. Araki, S. Nakashima, T. Nakagawa,

and N. Akaiyama. 2021. “Seismic performance of three-story crosslaminated timber structures in Japan.” J. Struct. Eng. 147 (2): 04020319.

https://doi.org/10.1061/(ASCE)ST.1943-541X.0002897.

04023064-13

J. Struct. Eng., 2023, 149(6): 04023064

J. Struct. Eng.

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