State of the art of buckling-restrained braces in Asia

Journal of Constructional Steel Research - Tập 61 Số 6 - Trang 727-748 - 2005
Qiang Xie1
1Department of Structural Engineering, Tongji University, Shanghai 200092, China

Tóm tắt

Từ khóa


Tài liệu tham khảo

Yoshino T, Karino Y Experimental study on shear wall with braces: Part 2. Summaries of technical papers of annual meeting, vol. 11. Architectural Institute of Japan, Structural Engineering Section; 1971. p. 403–404 [in Japanese]

Wakabayashi M, Nakamura T, Katagihara A, Yogoyama H, Morisono T Experimental study on the elasto-plastic behavior of braces enclosed by precast concrete panels under horizontal cyclic loading—Parts 1 & 2. Summaries of technical papers of annual meeting, vol. 10. Architectural Institute of Japan, Structural Engineering Section; 1973. p. 1041–1044 [in Japanese]

Wakabayashi M, Nakamura T, Katagihara A, Yogoyama H, Morisono T Experimental study on the elasto-plastic behavior of braces enclosed by precast concrete panels under horizontal cyclic loading—Parts 1 & 2. Summaries of technical papers of annual meeting, vol. 6. Kinki Branch of the Architectural Institute of Japan; 1973. p. 121–128 [in Japanese]

Kimura K, Yoshioka K, Takeda T, Fukuya Z, Takemoto K Tests on braces encased by mortar in-filled steel tubes. Summaries of technical papers of annual meeting. Architectural Institute of Japan; 1976. p. 1041–10 42 [in Japanese]

Takeda T, Kimura K Experimental study on precast concrete shear walls — Part 6. Summaries of technical papers of annual meeting. Architectural Institute of Japan; 1979. p. 1677–1678 [in Japanese]

Mochizuki S, Murata Y, Andou N, Takahashi S Experimental study on buckling of unbonded braces under axial forces: Parts 1 and 2. Summaries of technical papers of annual meeting. Architectural Institute of Japan; 1979. p. 1623–1626 [in Japanese]

Mochizuki S, Murata Y, Andou N, Takahashi S Experimental study on buckling of unbonded braces under axial forces: Part 3. Summaries of technical papers of annual meeting. Architectural Institute of Japan; 1980. p. 1913–1914 [in Japanese]

Mochizuki S, Murata Y, Andou N, Takahashi S Experimental study on buckling of unbonded braces under axial forces: Part 4. Summaries of technical papers of annual meeting. Architectural Institute of Japan; 1982. p. 2263–2264 [in Japanese]

Fujimoto, 1988, A study on the unbonded brace encased in buckling-restraining concrete and steel tube, Journal of Structural and Construction Engineering, AIJ, 34B, 249

Watanabe A, Hitomi Y, Saeki E, Wada A, Fujimoto M Properties of brace encased in buckling-restraining concrete and steel tube. In: Proc. of ninth world conf. on earthquake eng, vol. IV. 1988. p. 719–724

Nagao T, Mikuriya K, Matsumoto Y, Takahashi S An experimental study on the elasto-plastic behavior of unbonded composite bracing (part 1–4). Summaries of technical papers of annual meeting, vol. II. Architectural Institute of Japan, Structural Engineering Section; 1988. p. 1329–1336 [in Japanese]

Nagao T, Mikuriya K, Takahashi S, Yuki S An experimental study on the elasto-plastic behavior of unbonded composite bracing (part 5–7). Summaries of technical papers of annual meeting, vol. II. Architectural Institute of Japan, Structural Engineering Section; 1989. p. 1501–1506 [in Japanese]

Nagao, 1990, A study on the elasto-plastic behavior of unbonded composite bracing (part 1 experiments on isolated members under cyclic loading), Journal of Structural and Construction Engineering, Architectural Institute of Japan, 415, 105

Nagao, 1991, A study on the elasto-plastic behavior of unbonded composite bracing (part 2 analytical studies), Journal of Structural and Construction Engineering, Architectural Institute of Japan, 422, 45

Nagao T, Sera S, Nakamura S, Ouchi H, Otani K, Fukutajima K A study on the RC encased H-section steel brace (part 1. general description, part 2 results and discussion). Summaries of technical papers of annual meeting, vol. II. Architectural Institute of Japan. Structural Engineering Section; 1992. p. 1773–1776 [in Japanese]

Saeki, 1995, Experimental study on practical-scale unbonded braces, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 476, 149, 10.3130/aijs.60.149_4

Saeki, 1996, Analytical study by finite element method and comparison with experiment results concerning buckling-restrained unbonded braces, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 484, 111, 10.3130/aijs.61.111_2

Saeki, 1996, Analytical study on unbonded braces fixed in a frame, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 489, 95, 10.3130/aijs.61.95_3

Mase S, Yabe Y Elasto-plastic damper using unbonded brace of low yield-point steel (part 2 low cycle fatigue test). Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, C1, Structural Engineering Section; 1995. p. 409–410 [in Japanese]

Inoue K, Chang P, Mine T, Hukuyama K, Inoue K Stiffening design of the precast concrete panels to prevent the steel flat braces from buckling. Annual technical papers of steel structures, vol. 1. 1993. p. 195–202

Suzuki N, Kono R, Higasibata Y, Sasaki T, Segawa T Experimental study on the H-section steel brace encased in RC or steel tube. Summaries of technical papers of annual meeting, vol. II. Architectural Institute of Japan, C, Structural Engineering Section; 1994. p. 1621–1622 [in Japanese]

Suzuki N, Kaneko H, Usami T, Sasaki T, Kouno R, Inoue K et al Mechanical behavior of H-shape braces with flexural buckling stiffeners (part 1. fundamental characteristics of stiffeners. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, C1, Structural Engineering Section; 1995. p. 393–394 [in Japanese]

Kuwahara, 1993, A study on stiffening capacity of double-tube members, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 445, 151

Tada M, Kuwahara S, Yoneyama T, Imai K Horizontally loading test of the steel frame braced with double-tube members. Annual technical papers of steel structures, vol. 1. 1993. p. 203–208 [in Japanese]

Manabe N, Simokawa H, Kamiya M, Morino S, Kawaguchi J Elasto-plastic behavior of flat-bar brace stiffened by square steel tube. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, C1, Structural Engineering Section; 1996. p. 783–784 [in Japanese]

Kamiya M, Simokawa H, Morino S, Kawaguchi J, Manabe N, Itoh S et al Elasto-plastic behavior of flat-bar brace stiffened by square steel tube. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, C1, Structural Engineering Section; 1997. p. 789–792 [in Japanese]

Kamiya M, Simokawa H, Morino S, Kawaguchi J, Manabe N, Itoh S et al Elasto-plastic behavior of flat-bar brace stiffened by square steel tube. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, C1, Structural Engineering Section; 1998. p. 839–844 [in Japanese]

Shimizu T, Fujisawa K, Uemura K, Inoue K Design method to prevent buckling of low yield strength steel tube brace and fracturing of joints (part 1&2). Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, C1, Structural Engineering Section; 1997. p. 781–784 [in Japanese]

Usami, 2001, Strength of H-shaped brace constrained flexural buckling having unconstrained area at both ends: both ends simply supported, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 542, 171, 10.3130/aijs.66.171_2

Usami, 2002, Strength of H-shaped brace constrained flexural buckling having unconstrained area at both ends: both ends fixed, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 558, 211, 10.3130/aijs.67.211_1

Isoda K, Mase S, Terada T, Satake N Development of unbonded brace damper restrained by channel section steel. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 2001. p. 663–668 [in Japanese]

Koetaka Y, Narihara H, Tsujita O The experimental Study on BRBs: Parts 3. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 2000. p. 651–652 [in Japanese]

Narihara H, Tsujita O, Koetaka Y The experimental study on BRBs: Parts 1 and 2. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 2000. p. 911–914 [in Japanese]

Tsai KC, Lai JW A study of BRB frames. Report No. CEER/R90-07, Center for Earthquake Engineering Research, National Taiwan University; 2001 [in Chinese]

Tsai KC, Huang YC Experimental responses of large scale BRB frames. Report No. CEER/R91-03, Center for Earthquake Engineering Research, National Taiwan University; 2002 [in Chinese]

Tsai KC, Weng CH Experimental responses of double-tube unbonded brace elements and connections. Report No. CEER/R91-02, Center for Earthquake Engineering Research, National Taiwan University; 2002 [in Chinese]

Tsai KC, Loh CH, Hwang YC, Weng CS Seismic retrofit of building structures with dampers in Taiwan. In: Proceedings of symposium on structural seismic retrofit based on base-isolation and structural control. 2003. p. 21–32

Tuchida T, Kobayashi M, Yokoyama M et al Mechanical behavior of steel braces with flexural buckling stiffeners: Parts 1 and 2. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section. 1999. p. 835–838 [in Japanese]

Tsuchida T, Kobayashi M, Yokoyama M et al Mechanical behavior of steel braces with flexural buckling stiffeners: Parts 3 and 4. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 2000. p. 907–910 [in Japanese]

Kobayashi T, Inada M, Imai K, Kinoshita R, Morita T, Haginoya M Study on tube-in-tube FLD member with inner stiffening tube under cyclic loading. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 2001. p. 657–658 [in Japanese]

Inoue, 1992, Bracing design criteria of the reinforced concrete panel including unbonded steel diagonal braces, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 432, 41

Inoue, 1993, Stiffening design at the edge of the reinforced concrete panel including unbonded steel diagonal braces, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 443, 137

Inoue, 2001, Stiffening requirements for unbonded braces encased in concrete panels, Journal of Structural Engineering, ASCE, 127, 712, 10.1061/(ASCE)0733-9445(2001)127:6(712)

Murakami E, Mitarai Y, Asayama N, Narihara H Experiment on retrofitting of exiting brace improved to unbonded brace. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 1999. p. 843–844 [in Japanese]

Maeda, 1998, Fatigue properties of axial-yield type hysteresis dampers, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 503, 109, 10.3130/aijs.63.109_1

Maeda Y, Nakamura H, Takeuchi T, Nakata Y, Iwata M, Wada A Fatigue properties of practical-scale unbonded braces: Parts 1 and 2. Summaries of technical papers of annual meeting, vol. III. Architectural Institute of Japan, Structural Engineering Section; 1999. p. 813–816 [in Japanese]

Tani, 1962, Fundamental study on steel buckling in steel concrete structures, Journal of Structural and Construction Engineering, Architectural Institute of Japan, 72, 1

Building Research Institute (BRI) of Japan Textbook on building structural technique standard (version 2001). Tokyo, Japan: Engineering Books Corp. 2001 [in Japanese]

International Conference of Building Officials (ICBO), 1997

Building Center of Japan (BCJ) Report on new building technologies—approvals, applications and certification. Tokyo: BCJ; 2002 [in Japanese]