of Structures [C]. Proceedings of the International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Nanjing, Vol.1, 20-22 November, 2005: 305-320. [3] Ueda, T. Future of FRP in Far East [C]. Third International Conference on FRP composites in Civil Engineering, December 13-15 2006, Miami, Florida, USA, pp11-16. [4] Keller, T. Recent all-Composite and Hybrid Fiber-Reinforced Polymer Bridges and Buildings [J]. Progress in Structural Engineering and Materials, 2001, 3: 132-140. [5] Bakis, C. E., Bank, L. C., Brown, V. L., Cosenza, E., Davalos, J. F., Lesko, J. J., Machida, A., Rizkalla, S. H., and Triantafillou, T. C. Fibre-Reinforced Polymer Composites for Construction-State-of-the-Art Review [J]. Journal of Composite for Construction, 2002, 7(2): 73-87. [6] Wu, Z. S., Wang, X. and Iwashita, K. State-of-the-Art of Advanced FRP Applications in Civil Infrastructure in Japan (Invited paper) [C/OL]. COMPOSITES & POLYCON 2007, American Composites Manufacturers Association, October 17-19, 2007, Tampa, FL USA. http://www.acmanet.org/resources/07papers/Wu179.pdf. [7] 吴 智 深 , FRP 粘 贴 结 构 加 固 中 的 几 个 关 键 问 题 和 技 术 [J], 建 筑 结 构 , 2007, 37(s1):8-14. [8] 吴 智 深 , 吴 刚 , 汪 昕 等 , 玄 武 岩 纤 维 在 土 建 交 通 基 础 设 施 领 域 研 究 与 应 用 若 干 新 进 展 [J], 工 业 建 筑 , 2009, 39 (suppl):1-14. [9] Bank, L. C. Composites for Construction: Structural Design with FRP Materials. John Wiley and Sons, Inc., New Jersey (2006). [10] Feng, P., Ye, L. P. and Teng, J.G. Large-span Woven Web Structure Made of Fiber Reinforced Polymer [J]. Journal of Composites for Construction, ASCE, 2007, 11(2):110-119 [11] Meier, U. Proposal for a Carbon Fibre Reinforced Composite Bridge Across the Strait of Gibraltar at its Narrowest Site [C]. Proceedings of the Institution of Mechanical Engineers, 1987, 201(B2): 73-78. [12] Lu, Z. and Mei, K. First Application of CFRP Cables for a Cable-Stayed Bridge in China [J]. China Civil Engineering Journal, 2007; 40(1): 50-59 [13] http://www.chinagbf.com. [14] Wu, Z. S. Structural Strengthening and Integrity with Hybrid FRP Composites [C]. In: Proceedings of the Second International Conference on FRP Composites in Civil Engineering (CICE-2), Adelaide, Australia, 8-10 December 2004: 905-912. [15] Iwashita, K., Yoshikiyo, K., Wu, Z. S. and Hamaguchi, Y. Experimental Study on Control Index of Stress Drop for Designing Hybrid FRP Sheets [C]. 16th International Conference on Composite Materials, Kyoto, Japan, 2007. [16] Wu, Z. S., Wang, X. and Iwashita, K. Development of High Performance Structures with Hybrid FRP Composites (Keynote paper) [C]. <strong>The</strong> 10th International Symposium on Structural Engineering for Young Experts (ISSEYE10), Changsha, China, Oct. 19-21, 2008:11-20. [17] 吴 刚 , 罗 云 标 , 吴 智 深 等 . 钢 - 连 续 纤 维 复 合 筋 力 学 性 能 试 验 研 究 与 理 论 分 析 . 土 木 工 程 学 报 . 2010, 43(3): 53-61. [18] Hashimoto, T. Study on Hybrid FRP-steel Wire Sheets for Prestressing Strengthening Structures [D]. Master <strong>The</strong>sis, Department of Urban and Civil Engineering, Ibaraki <strong>University</strong>, 2009. (in Japanese) [19] Wu Z. S., Wang X., and Iwashita K, Sasaki T., Hamaguchi Y., Tensile fatigue behavior of FRP and hybrid FRP sheets, Composites Part B: Engineering, 2010,41(5):396-402. [20] JSCE. Research Committee on Upgrading of Concrete Structures with Use of Continuous Fiber Sheet [S]. Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets, Concrete Engineering Series, 2001, No.41, Tokyo, Japan. [21] 施 嘉 伟 , 朱 虹 , 吴 智 深 , 吴 刚 . BFRP/HFRP 布 - 混 凝 土 界 面 黏 结 性 能 试 验 研 究 [J]. 东 南 大 学 学 报 ( 自 然 科 学 版 ), 2010, 40(3): 554-558. [22] Cao, S. H., Wu, Z. S. and Wang, X. Tensile Properties of CFRP and Hybrid FRP Composites at Elevated Temperatures, Journal of Composite Materials, 2009, Vol. 43, No.4, 315-330. [23] Cao, S. H. and Wu, Z. S. Tensile Properties of FRP Composites at Elevated and High Temperatures [J]. Journal of Applied Mechanics, JSCE, 2008, 11: 963-970. [24] Wu, Z. S., Shao, Y. X., Iwashita, K. and Sakamoto, K. Strengthening of Preloaded RC Beams Using Hybrid Carbon Sheets [J]. Journal of Composites for Construction, ASCE, 2007, 11(3): 299-307. [25] Wu, Z. S., Sakamoto, K., Iwashita, K. and Kobayashi, A. Enhancement of Flexural Performances through FRP Hybridization with High Modulus Type of Carbon Fibers [J]. Journal of Applied Mechanics, JSCE, 2005, 8: 987-997. [26] Wu, Z. S., Iwashita, K., Yang, C. Q., Sakamoto, K. and Ahmed, E. Layered Hybrid FRP Sheets for Strengthening Structures with Integrated Performances [J]. Journal of Reinforced Plastics and Composites, 2010. (In press) [27] Wu, Z. S., Iwashita, K. and Wang, X. Integrated Strengthening of Structures with Bonded Prestressed FRP Reinforcements [C]. 5th International Conference on Advanced Composite Materials in Bridges and Structures (ACMBS-V),Winnipeg, Manitoba, Canada, September 22-24, 2008. (CD-ROM) [28] Wu, Z. S., Iwashita, K. and Niu, H. D. Study on Strengthening Technique with Prestressed PBO Fiber Sheets [J]. Engineering Science, Vol. 9, No. 7, pp. 18-24, 2005.9. (In Chinese) [29] Wu, Z. S., Iwashita, K., Hayashi, K., Higuchi, T., Murakami, S. and Koseki, Y. Strengthening Prestressed-Concrete -146-
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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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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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(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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頭 混 凝 土 護 蓋 敲 除 ,
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發 生 夾 片 咬 合 失 敗 ,
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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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Type of Input Data Type of Data Pro
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Type of Input Data Type of Data Pro
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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 (
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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
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Table 3 Summary of the variables of
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Effects of Web Slenderness (d/t w )
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REFERENCES ABAQUS/Standard User’s
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规 程 [7]。 文 献 [2]、[3]
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为 探 究 球 节 点 壁 厚 对
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[4] 王 星 , 董 石 麟 , 完 海
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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
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对 温 度 变 化 效 应 进 行
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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
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上 部 屋 面 钢 结 构 下 部
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验 算 4、6 号 线 重 力 荷
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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
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表 7 在 P2 橋 墩 不 同 沖