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Awaludin A.,Hirai T.,Sasaki Y.,Hayashikawa T.,Oikawa A.
Pág. 59 - 64
The effects of pretension in bolts on hysteretic response of timber joints exposed to a bending had been reported by the authors, but the cyclic tests were carried out at small displacement level which might not be applicable for earthquake-resistance de...
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Awaludin A.,Hayashikawa T.,Oikawa A.,Hirai T.,Sasaki Y.,Leijten A.J.M.
Pág. 1 - 5
Improvement of cyclic or dynamic performance of timber connections has been intensively conducted since the overall response of wooden structures is merely a function of joint performance. For a bolted joint, filling the lead-hole clearance with epoxy re...
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R.Y. Umetsu, W. Ito, K. Ito, K. Koyama, A. Fujita, K. Oikawa, T. Kanomata, R. Kainuma, K. Ishida
Pág. 25 - 28
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T. Suzuki, A. Isayama, G. Matsunaga, N. Oyama, T. Fujita, and T. Oikawa
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Y. Murakami, T. Yano, D. Shindo, R. Kainuma, K. Oikawa and K. Ishida
Pág. 683 - 686
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Horiuchi, T.; Emuta, C.; Yamauchi, Y.; Oikawa, T.; Numabe, T.; Yanagimachi,
Pág. 1013 - 1024
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Kozu, T. Kawanishi, T. Kuroiwa, H. Kojima, M. Oikawa, K. Kurmagai, H. Okamoto, K. Okumura, M. Nakatsuka, H. Nishikawa, K.
Pág. 102 - 116
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Numabe, T.; Oikawa, T.; Kikuchi, T.; Horiuchi, T.
Pág. 1409 - 1420
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