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ACKNOWLEDGMENTS The author sincerely thanks the kind advice, cooperation and supports from his previous and current mentors, colleagues and students. REFERENCES 1. Tomii, M., Sakino, K., Watanabe, K., and Xiao, Y. (1985a). “Lateral Load Capacity of Reinforced Concrete Short Columns Confined by Steel Tube”, Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures, Harbin, China, August, 19-26. 2. Tomii, M., Sakino, K., Xiao, Y., and Watanabe, K. (1985b). “Earthquake Resisting Hysteretic Behavior of Reinforced Concrete Short Columns Confined by Steel Tube”, Proceedings of the International Speciality Conference on Concrete Filled Steel Tubular Structures, Harbin, China, August, 119-125. 3. Xiao, Y., Tomii, M., and Sakino, K. (1986). “Experimental Study on Design Method to Prevent Shear Failure of Reinforced Concrete Short Circular Columns by Confining in Steel Tube”, Transactions of Japan Concrete Institute, 8, 535-542. 4. Tomii, M., Sakino, K., and Xiao, Y. (1987). “Ultimate moment of reinforced concrete short columns confined in steel tube”, Proceedings of the Pacific Conference on Earthquake Engineering, New Zealand, 2, 11-22. 5. Xiao, Y. (2004a). “Development of Tubed Concrete Column Structures”, China Civil Engineering Journal, 37(4), 8-12. (in Chinese) 6. Xiao, Y. (2004b). “Applications of FRP Composites in Concrete Columns”, International Journal of Advances in Structural Engineering, A Multi-Science Publication, UK, 7(4), 335-344. 7. Priestley, M.J.N., Seible, F., Xiao, Y., and Verma, R. (1994a). “Steel Jacket Retrofit of Squat RC Bridge Columns for Enhanced Shear Strength - Part 1 - Theoretical Considerations and Test Design”, American Concrete Institute, ACI Structural Journal, 91(4), 394-405. 8. Priestley, M.J.N., Seible, F., Xiao, Y., and Verma, R. (1994b). “Steel Jacket Retrofit of Squat RC Bridge Columns for Enhanced Shear Strength - Part 2 - Experimental Results”, American Concrete Institute, ACI Structural Journal, 91(5), 537-551. 9. Xiao, Y., and Wu, H. (2003). “Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets”, American Society of Civil Engineers, ASCE Journal of Structural Engineering, 129(6), 725-732. 10. Xiao, Y. and Ma, R. (1997). “Seismic Retrofit of RC Circular Columns Using Prefabricated Composite Jacketing”, American Society of Civil Engineers, ASCE Journal of Structural Engineering, 123(10), 1357-1364. 11. Xiao, Y., H. Wu, and G.R. Martin (1999) “Prefabricated Composite Jacketing of Circular Columns for Enhanced Shear Resistance”, American Society of Civil Engineers, ASCE Journal of Structural Engineering, 125(3), 255-264. 12. Ma, R., and Xiao, Y. (1999). “Seismic Retrofitting and Repairing of Circular Bridge Columns with Advanced Composite Materials”, Earthquake Engineering Research Institute, EERI Spectra, 15(4), 747-764. 13. Ma, R., Xiao, Y., and Li, K.N. (2000). “Full-Scale Testing of A Parking Structure Column Retrofitted with Carbon Fiber Reinforced Composites”, Journal of Construction and Building Materials, Elsevier, 14(2), 63-71. 14. Xiao, Y., He, W.H., and Choi, K.G. (2005). “Confined Concrete Filled Tubular Columns”, American Society of Civil Engineers, ASCE Journal of Structural Engineering, 131(3), 488-497. 15. Mao, X.Y. and Xiao, Y. (2006). “Seismic Behavior of Confined Square CFT Columns”, Journal of Engineering Structures, 28, 1378-1386. 16. Xiao Y., H. Li, and T. Zhou (2009). “Seismic Behavior of Wide-Flange Steel Column with Confined Potential Plastic Hinge”, Journal of Constructional Steel Research, 65(4), 808–817. 17. Xiao, Y. (1989). “Experimental Study and Analytical Modeling of Triaxial Compressive Behavior of Confined Concrete in Steel Tube”, Doctor of Engineering Thesis, Structural Division, Department of Architecture, Faculty of Engineering, Kyushu University, Fukuoka, Japan, 200p. (in Japanese) 18. Choi, K.G. and Xiao, Y. (2010a). “Analytical Model of Circular CFRP Confined Concrete-Filled Steel Tubular Columns under Axial Compression”, American Society of Civil Engineers, ASCE Journal of Composite for Construction, 14(1), 125-133. 19. Choi, K.G. and Xiao, Y. (2010b). “Analytical Studies of Concrete-Filled Circular Steel Tubes under Axial Compression”, American Society of Civil Engineers, ASCE Journal of Structural Engineering, 136(5), 565-573. -154-
20. Xiao, Y. and Wu, H. (2000). “Compressive Behavior of Concrete Cylinders Confined by Carbon Fiber Composite Jackets”, American Society of Civil Engineers, ASCE Journal of Materials in Civil Engineering, 12(2), 139-146. 21. Xiao, Y., Wu, H. (2003). “Compressive Behavior of Concrete Confined by Various Types of FRP Composite Jackets”, Journal of Reinforced Plastics and Composites, 22(13), 1187-1202. 22. Shan, J.H., Chen, R., Zhang, W.X., Xiao, Y., Lu, F.Y. (2007). “Behavior of concrete filled tubes and confined concrete filled tubes under high speed impact”, International Journal of Advances in Structural Engineering, UK, 10(2), 209-218. 23. Xiao, Y., Shan, J.H., Zheng, Q., Chen, B.S. and Shen, Y.L. (2009). “Experimental studies on concrete filled steel tubes under high-strain rate loading”, American Society of Civil Engineers, ASCE Journal of Materials in Civil Engineering, 21(10), 569-577. 24. Deng, Y., Tuan, C.Y., Zhou, Q. and Xiao, Y. (2011). “Flexural Strength Analysis of Non-post-tensioned versus Post-tensioned Concrete-Filled Circular Steel Tubes”, Journal of Construction Steel Research, 67(2), 192-202. -155-
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Proceedings of the 5th Cross-strait
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SCIENTIFIC COMMITTEE Chairman Jan-M
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ORGANIZING COMMITTEE Co-chairmen Yi
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设计大师金问鲁教授
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TABLE OF CONTENTS Scientific Commit
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J.T. Shi & L. Su Impact of Spatial
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Temperature Effect on Variation of
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Trace Analysis of Mechanical Respon
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Keynote Lectures
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图 1 海峡大桥三个路
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非主通航孔的跨径应
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The 5th Cross-strait Conference on
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图 3 空间结构按单元
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图 7 多面体空间框架
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图 14 内蒙古响沙湾沙
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5.3. MRF3 索穹顶 — 网壳
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图 29 杭州黄龙体育中
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(a) 鸟瞰图 (b) 计算模型
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As it is conventional, the displace
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⎡ n n ⎤ ⎢q 1 0( z− Li) q0(
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frequencies of interest and the tra
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Another phenomenon observed from Fi
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刚塑性平面应变极限
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采用数值极限分析法
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为了推测浅埋隧洞破
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鹤梁岩壁面上至今已
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图 6 黄庭坚题铭 “ 元
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图 16 巫山神女图 17 长
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五、历年来研究过的
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在会议结束前给我半
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图 31 院士建议文件的
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科所、重庆交通学院
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图 37 白鹤梁题刻中段
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图 46 上下游水平交通
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图 59 参观廊道安装在
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9.6. 白鹤梁水下博物
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(5) “ 无压容器 ” 水下
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-68-
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(a) 模型 I (b) 模型 II (c)
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(a) 水平接缝处螺钉松
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表 5 模型 I 在 9 度罕遇
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1.2. 大型钢结构设计
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5250 5000 i= 0.07 1 i= 0.07 5000 16
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A Pb Pa Pb A Pb Pa Pb Pa Pa ax Pb P
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(a) 预应力索布置 (b) 1/6
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图 23 150m×150m 周边简支
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图 27(a) 自重作用下结
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四、结语 150m×150m 空间
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通过上述技术创新平
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* θt r1cosθ r2cosθ2 = = (9) * 1
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圖 10 水平軌枕方向之
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Page 125 and 126: 向量 r r &r r 的變化率
Page 127 and 128: Experimental Program More than 60 l
Page 129 and 130: failure mode specimens, applying CF
Page 131 and 132: columns were reinforced with three
Page 133 and 134: e formed at the column base and the
Page 135 and 136: Acceleration (g) 1 0.5 0 -0.5 Simul
Page 137 and 138: The 5th Cross-strait Conference on
Page 139 and 140: Table 2 Mix Proportion of the PDCC
Page 141 and 142: observed between the formwork and c
Page 143 and 144: In the above example, the GFRP with
Page 145 and 146: 构的加固修复 , 二是
Page 147 and 148: FRP 网格 FRP 筋和索 FRP 布
Page 149 and 150: (2) 钢筋 - 连续纤维复
Page 151 and 152: 生退化。拉伸强度相
Page 153 and 154: 图 16 两种纤维混杂增
Page 155 and 156: σ tf 混凝土构件粘结
Page 157 and 158: 新型抗震结构的荷载
Page 159 and 160: 的破坏过程也与柱 C-S
Page 161 and 162: 拉索频率阶数也低于
Page 163 and 164: A m plitude (m m ) 6000 5000 4000 3
Page 165 and 166: 产工艺进行探索性研
Page 167 and 168: Girders with Externally Prestressed
Page 169 and 170: concrete columns were documented by
Page 171 and 172: fatigue life of steel columns. Xiao
Page 173: Figure 11 Relationships between res
Page 177 and 178: phenomenon, however, cannot be cons
Page 179 and 180: ase rock; H j ( iω) , H k ( iω) a
Page 181 and 182: For the coherency loss function bet
Page 183 and 184: Numerical Results The earthquake-in
Page 185 and 186: REFERENCES Bi, K., Hao, H. and Ren,
Page 189 and 190: Figure 3 Idealised bonded joint mod
Page 191 and 192: A = 0 1 (6a) B1 = −δ f (6b) f si
Page 193 and 194: Table 1 Test and predicted flexural
Page 195 and 196: COMPARISON OF FLEXURAL DEBONDING MO
Page 199 and 200: Figure 2 Location of smart aggregat
Page 201 and 202: Figure 5 Experimental setup Figure
Page 203 and 204: Figure 15 Impact location on FRP wr
Page 205 and 206: REFERENCES Bhalla, S. and Soh, C.K.
Page 209 and 210: The RVE, occupying a geometrical do
Page 211 and 212: [ ut ] is the tangential vector if
Page 213 and 214: extended to the resolution of the n
Page 215 and 216: 469.1m,f m =55%,f I =45% -50 Σ 3 -
Page 219 and 220: 頭混凝土護蓋敲除 ,
Page 221 and 222: 發生夾片咬合失敗 ,
Page 223 and 224: 會因設計長度不足 ,
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面之反推分析可知 ,
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因此連擋土牆本身之
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⎛τ ⎞ av ⎛amax ⎞⎛σ ⎞ v
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地液化与否初步判别
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等 (2000) [15] 在试验中都
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五、结论剪切波速法
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钢混凝土相当于将型
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A g — 混凝土毛截面面
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5.1. 大连市体育馆钢
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土梁中设立直线预应
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混凝土板外侧 , 受力
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试验采用跨中两点对
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为了深入了解槽型钢
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笔者针对已有结合部
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面 , 浇注的混凝土和
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(c) 波形钢腹板工字型
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manner for statistical analysis, (i
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3.3.1 Software System for Instrumen
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spectrum is obtained in an approxim
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e carried out once per maintenance
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The monitoring work is composed of
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displacement influence lines and st
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efers to data processing and storag
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Hong Kong Institution of Engineers.
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Monitoring Category Bridge Features
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9 Combination of Above Divided Sect
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Back to Routine Monitoring Not Exce
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Tsing Yi Stonecutters Figure 5 Layo
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Continuous Data Acquisition GPS Tim
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Y(+ve) Y T Temperature Distribution
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Type of Input Data Type of Data Pro
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Tsing Yi Stonecutters Stonecutters
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青衣 Tsing Yi 昂船洲 Stonec
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Accelerometer Fixing of Portable Ac
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Tsing Yi Stonecutters Bridge Stonec
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Structural Health Data Management S
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a mean recurrence interval with ext
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The present study is concerned with
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which all the variables have the sa
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450 35 400 30 350 300 25 ( 1.0E- 6)
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Structural Engineering and Mechanic
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provided in DBELA, a base rotation
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ξ ( μ − ) 3 eq −ξ0 = C + D 1
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equivalent displacements exceed the
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Displacement (cm) 70 60 50 40 30 20
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it give rather reasonable results,
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RANDOM FIELD AND SPATIAL AVERAGING
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satisfactorily when SOF is large bu
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those of the average shear strength
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then rinsed three times with deioni
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The Freundlich model can be express
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Ministry of Education for their fin
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United States.) The available site
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ACKNOWLEDGMENTS Financial support f
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the author has quoted the outdated
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Figure 5 The geological map of 2000
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Figure 11 Rock cores of vent brecci
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Due to the misidentification of roc
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ACKNOWLEDGEMENT The author would of
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Recently, as the development of fin
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( x ) ( x ) L m ( x ) ( x ) ( x ) L
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Step1: initializing the nonlinear o
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Table 1 The results of limit load m
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Khosravifard, A., Hematiyan, M.R. (
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阿坝州没有水库 , 凉
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汶川地震中属于溃坝
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缝宽约 2mm~5mm; 纵向断
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Problem with Seismic Hazard Analysi
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INADEQUACY OF TSUNAMI MITIGATION ST
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demonstrated that huge earthquake c
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三、粮库室内地面沉
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土层的物理力学参数
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笔者对 4# 粮库的沉降
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二国标中主动土压力
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表 3 c =0kPa 时不同的 δ
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的值比公式 (1) 的值小
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[1] 究等方面都有了新
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(3) 根据对隧道典型断
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水平收敛位移 (mm) 12.00
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THREE PROCEDURES FOR SCALING GROUND
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Peak displacement (m) 84, 50, 16 pe
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CONCLUSIONS Performance-based desig
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Figure 3 Physical diagrams of pile
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load-deflection curve at the pile h
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在此选取 Kondner [10] 及 Go
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及附加内力的简单方
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The dual is min * w, b, ξξ , s.t
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Table 1 The results of example 1 Re
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P P P P P P P P P P P P 4 5 4 A 2 4
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Figure 2 is a photograph of the int
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SHAKING TABLE TEST PROGRAM System i
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Force (N) 600 500 400 300 200 100 N
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Figure 9 Comparison of SAF-TMD and
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鋼線 , 近期更發展為
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三、吊橋基本資料表
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底端固定型式 □ 夾具
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4.2.3 吊橋扭轉行為之
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由式 (11)~(13) 可求得闭
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3.2 脉动风压时程结构
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4.2 主动控制力分析图
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egarded as a serviceability limit s
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observed that the measured values c
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_ Cumulative Frequency of Samples (
Page 465 and 466:
三个项目基本概况对
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风作用下基底总 X 向 7
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主要技术指标对比表
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六、上部结构材料用
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m 2 , 三个项目采用混
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STADIUM ROOF BRIEF Jaber Al-Ahmad I
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a) 1st modal shape Figure.7 Modal s
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1) 所需的机具设备少
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6.1. 挠度选取典型加
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七、结论通过上述研
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where c = cope length,D = beam dept
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A post-ultimate stiffness of 200 MP
Page 491 and 492:
Table 3 Summary of the variables of
Page 493 and 494:
Effects of Web Slenderness (d/t w )
Page 495 and 496:
REFERENCES ABAQUS/Standard User’s
Page 497 and 498:
规程 [7]。文献 [2]、[3]
Page 499 and 500:
为探究球节点壁厚对
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[4] 王星 , 董石麟 , 完海
Page 503 and 504:
一、前言鋼纜為斜張
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圖 1 愛蘭矮塔斜張橋
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態頻率後 , 由圖 6 可清
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素連接 , 假設兩構件
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图 3 半片梁的有限元
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加固前的钢筋混凝土
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and a corresponding shear strain of
Page 521 and 522:
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对温度变化效应进行
Page 525 and 526:
典型节点 : 在钢结构
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钢结构第一阶振型为
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(a) 上支座节点 (b) 下支
Page 531 and 532:
上部屋面钢结构下部
Page 533 and 534:
验算 4、6 号线重力荷
Page 535 and 536:
采用 SAP2000, 对各种截
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高屏溪引橋共包含五
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表 3 由高屏溪斜張橋
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圖 7 垂直撓曲第一振
Page 545 and 546:
表 7 在 P2 橋墩不同沖
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