首页> 外文OA文献 >Application of a composite pier structure by steel piles and precast concrete blocks to the restoration of a damaged quay wall in the port of Kobe

【2h】

Application of a composite pier structure by steel piles and precast concrete blocks to the restoration of a damaged quay wall in the port of Kobe

机译：钢桩和预制混凝土砌块在科比港损坏码头墙恢复的复合墩结构

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
相似文献
相关主题

著录项

作者
Yasuo Matsunaga; Hiroshi Kimura; Isao Hirano; Ryuji Kakutani; Kenji Takaki; Yukio Oka;
展开▼
作者单位

展开▼
年度 1997
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. The effect of vibratory pile driving on the original gravity structure quay wall at Ben Schoeman Dock Berth 603, Port of Cape Town [J] . Sam Wegener, Denis Kalumba, Charles Warren-Codrington Civil Engineering . 2014,第4期

机译：开普敦港Ben Schoeman码头泊位603上振动桩打桩对原始重力结构码头壁的影响
2. Damage Analysis of Hanshin Expressway Viaducts during 1995 Kobe Earthquake. Ⅱ: Damage Mode of Single Reinforced Concrete Piers [J] . Satoko Hashimoto, Yozo Fujino, Masato Abe Journal of bridge engineering . 2005,第1期

机译：阪神高速公路高架桥在1995年神户地震中的破坏分析。 Ⅱ：单根钢筋混凝土墩的破坏方式
3. Scalar- and Vector-Valued Fragility Analyses of Gravity Quay Wall on Liquefiable Soil: Example of Kobe Port [J] . Jafarian Y., Miraei M. International journal of geomechanics . 2019,第5期

机译：可液化土壤重力码头壁的标量和矢量值脆性分析：神户港实例
4. Effects of Shear Stiffness of Stud Shear Connections in Steel-Concrete Plate Composite Beams on Seismic Response of Precast Assembly Hollow Piers [C] . Weiyu Dou International Conference on Intelligent Transportation, Big Data and Smart City . 2020

机译：钢-混凝土板组合梁中柱剪力连接的抗剪刚度对预制组件空心墩抗震性能的影响
5. Seismic response of steel-plate concrete composite shear wall piers. [D] . Nguyen, Nam Hoai. 2016

机译：钢板混凝土组合剪力墙墩的地震反应。
6. Low reversed cyclic loading tests for integrated precast structure of lightweight wall with single-row reinforcement under a lightweight steel frame [O] . Jia Suizi, Cao Wanlin, Zhang Yuchen 2018

机译：轻型钢框架下具有单排钢筋的轻型墙的整体预制结构的低反向循环荷载测试
7. NUMERICAL SIMULATIONS ON CAUSE OF DAMAGE TO A SHEET PILE TYPE QUAY WALL IN SOMA PORT DURING THE 2011 OFF THE PACIFIC COAST OF TOHOKU EARTHQUAKE [O] . Noriko NAKAGAKI, Eiji KOHAMA, Kengo KUSUNOKI, 2016

机译：2011年SOMA港口损伤损坏原因的数值模拟2011年北海地震太平洋海岸
8. Evaluation and Repair of War-Damaged Port Facilities. Report 4. Concepts for Expedient War-Damage Repair of Pier and Wharf Support Structures [R] . Kohler, D. F., Reuter, P. H. 1986

机译：战争港口设施的评估和维修。报告4.码头和码头支撑结构的有效战损修复概念

Application of a composite pier structure by steel piles and precast concrete blocks to the restoration of a damaged quay wall in the port of Kobe

著录项

相似文献

相关主题

期刊订阅