The Analysis for the Cable Anchorage of Suspension Bridges Based on the Extended Fictitious Crack Approach

スポンサーリンク

概要

• 論文の詳細を見る
• 1997-06-01

著者

• Morgan Ahmed

  Department Of Civil Engineering Nihon Hitek Corporation

• TANABE Tada-aki

  Department of Civil Engineering, Nagoya University

• NIWA Junichiro

  School of civil engineering, Asian Institute of Technology

• Niwa Junichiro

  School Of Civil Engineering Asian Institute Of Technology

• Tanabe T

  Nagoya Univ. Nagoya Jpn

• TANABE Tada-aki

  Dept. of Civil Engineering, Nagoya University

• Morgan Ahmed

  Department Of Civil Engineering Nagoya University

• Tanabe Tada-aki

  Department Of Civil Engineering At Nagoya University

• Tanabe Tada-aki

  Department Of Civil Eng. Nagoya University Professor

• Tanabe Tada-aki

  Department Of Civil Eng. Nagoya University

• TANABE Tada-aki

  Department of Civil Eng. , Nagoya University

関連論文

• Zdenek P. Bazant 教授 テイモシェンコメダルの受賞講演 : 幸運に恵まれたある力学研究者の回想と反省
• Zdenek P. Bazant 教授のテイモシェンコメダルの受賞の紹介
• Investigation and Modification of the Characteristic of Unified Concrete Plasticity Model
• STUDY ON THE TRANSIENT STRESS FIELD FROM WAVE PROPAGATION TO OSCILLATION STATE IN RC COLUMNS
• STRESS WAVE PROPAGATION IN A COLUMN WITH REINFORCEMENT DISCONTINUITY
• RC部材のせん断中心移動によるねじりモーメントの発生とその影響度の検証
• RC部材のせん断中心移動によるねじりモーメントの発生とその影響度の検証
• 悠々自適とは?
• JCI「マスコンクリートソフト作成委員会」, 2004年 ACI Centennial FALL CONVENTION EXHIBITION 参加奮闘記
• 委員会報告 PC箱桁定着部破壊解析委員会報告(その2)定着部に付与すべき安全性と設計ガイドライン(試案)
• 委員会報告 PC箱桁定着部破壊解析委員会報告(その1)外ケーブル定着部の非線形解析とマクロモデルの検討
• 格子等価連続体モデルによるPC定着部の構造特性の評価
• 長大スパンを有するハイブリッドPC斜張橋の構造性能評価
• RC構造の繰り返し及び動的解析における格子等価連続体化法の適応性
• 格子等価連続体化法による鉄筋コンクリート部材の有限要素解析
• PREDICTING THE SIZE EFFECT ON CONCRETE BEAMS IN TORSION BASED ON FICTITIOUS CRACK APPROACH
• The Size Effect on Torsion Strength of Concrete
• PARAMETRIC ANALYSIS ON SIZE EFFECT OF PULL-OUT FAILURE
• Axisymmetric Size Effect Analysis for Pull-Out Strength by the Extended Fictitious Crack Approach
• DETECTING THE ANCHORAGE BEHAVIOR FOR CABLES OF SUSPENSION BRIDGES USING NONLINEAR FRACTURE MECHANICS
• The Analysis for the Cable Anchorage of Suspension Bridges Based on the Extended Fictitious Crack Approach
• A NEW TECHNIQUE FOR DETECTING THE SIZE EFFECT ON PULL-OUT TESTS
• Analysis of Size Effect in Concrete Structures
• Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
• Application of Unified Concrete Plasticity Model Incorporating Fracture Energy and Tension Stiffening Effect
• RATIONAL DISCRETIZATION METHOD FOR REINFORCED CONCRETE BEAM ANALYSIES USING THE MODIFIED LATTICE MODEL
• SIMULATION OF THE R. C. COLUMN BEHAVIOR IN 3D-STRESS STATE UNDER PURE TORSION USING 3D-LATTICE MODEL
• A New Technique for Reinforced Concrete Beam Analysis Using the Modified Lattice Model
• 仮想ひび割れモデルによるコンクリート引抜き強度の寸法効果解析
• 仮想ひび割れモデルを用いた各種荷重条件下のコンクリートはりの曲げおよびせん断強度の寸法効果
• Applicability of One Dimensional Gradient Plasticity in Identifying Fracture Process of Concrete
• Simulations of the Localized Failure of RC Shear Walls by FEM
• LIMITATION OF THE UNIFIED CONCRETE PLASTICITY MODEL AND ITS MODIFICATIONS
• THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE MEMBERS BY UNIFIED CONCRETE PLASTICITY MODEL
• Unified Concrete Plasticity Model in Three Dimensional Analysis of Reinforced Concrete Members
• THE FINITE ELEMENT WITH INNER LINKAGE RODS
• The Finite Element with inner Linkage Rods
• The Analysis of Localized Failure of Reinforced Concrete Shear Wall
• Lattice Model Analysis of RC Columns Subjected to Cyclic Loading
• ESTIMATION OF SHEAR RESISTING MECHANISM OF CONCRETE BEAMS REINFORCED WITH FRP RODS USING LATTICE MODEL
• USING THE LINKAGE RODS IN CAPTURING THE SIZE EFFECT IN CONCRETE STRUCTURES
• FRACTURE PROPERTIES OF HIGH STRENGTH AND SELF-COMPACTING HIGH PERFORMANCE CONCRETES
• NUMERICAL ESTIMATION FOR SHEAR FAILURE PHENOMENON OF CONCRETE BEAMS
• TIME-DEPENDENT BEHAVIOUR OF CONCRETE AT AN EARLY AGE AND ITS MODELLING
• The Reduction in the Shear Strength of RC Linear Members after the Yielding of Longitudinal Reinforcement
• THE STUDY OF CONSTITUTIVE EQUATION FOR EARLY AGE CONCRETE
• IDENTIFICATION OF EXTERNAL RESTRAINT OF MASSIVE CONCRETE BLOCKS BY KALMAN FILTER
• ANALYSIS OF REINFORCED CONCRETE BEAMS USING FIFNITE ELEMENT WITH EMBEDDED LOCALIZED ZONE
• MATHEMATICAL MODELING FOR PERMEABILITY BEHAVIOR OF NON-HOMOGENEOUS MATERIAL AND ITS APPLICABILITY
• DEVELOPMENT OF PLASTICITY MODEL FOR INTERFACE CHARACTERISTICS AND THERMAL STRESS ANALYSIS OF MASSIVE LAYER CONCRETE STRUCTURE
• MODELING OF TIME-DEPENDENT BEHAVIOR OF CONCRETE IN TRANSIENT PROCESS
• ANALYSIS OF EXTERNALLY PRESTRESSED CONCRETE CONTINUOUS BEAM CONSIDERING SHEAR DEFORMATION
• MATHEMATICAL MODELING FOR PERMEABLE BEHAVIOR OF HOMOGENEOUS MATERIAL AND ITS APPLICABILITY
• SIZE EFFECT ANALYSIS FOR SHEAR STRENGTH OF CONCRETE BEAMS SUBJECTED TO AXIAL TENSION
• Post-Peak Analysis of Reinforced Concrete Panels Using Localization Signal
• STUDY ON MEASURING METHOD OF WATER ADSORPTION AND HEAT OF ADSORPTION IN HARDENING CEMENT PASTE PORES AT WATER MIGRATION
• THE MATHEMATICAL MODELING ON THE MIGRATION OF LIQUID AND GAS PHASES IN NON-SATURATED CONCRETE
• THE ANALYSIS OF LOCALIZED FAILURE OF REINFORCED CONCRETE SHEAR WALL
• STUDY ON ADSORPTION RATE IN THE PORE OF HARDENED CEMENT MORTAR
• Modified Formulation of Cable Strain in Analysis of Externally PC Beam
• NON-LINEAR FEM ANALYSIS OF PRESTRESSED CONCRETE BEAMS WITH EXTERNAL CABLES CONSIDERING FRICTION AT DIVIATORS
• Analysis of Two Continuous Span Prestressed Concrete Beam with External Cables Considering Shear Deformation
• Localization Analysis of Reinforced Concrete Beams Based on Finite Element Method
• Cyclic Behavior of the RC Columns Using the Modified Lattice Model
• セメント系材料の時間依存性挙動に関する研究委員会
• 2238 ハイブリッドPC斜張橋の構造性能評価(合成・混合構造)
• 1076 一軸拘束状態下における膨張コンクリートの仕事量に関する一考察(強度・力学的性質)
• 2007 円形断面RC橋脚の動的耐震照査法に関する研究(構造設計・設計法)
• 3136 Modified Formulation of Cable Strain in Analysis of Externally PC Beam
• 2206 性境界を用いた半無限連続高架橋に対する非線形動的解析(振動)
• 3113 Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
• 3108 Post-Peak Analysis of Reinforced Concrete Panels Using Localization Signal
• 2148 長周期地震動に対する長大スパンRCアーチ橋の挙動に関する検討(耐震一般)
• 2005 RC連続高架橋の地震時応答に対する動的耐震照査法の適用(構造設計・設計法)
• 2152 Flexibility法を用いた長大スパンRCアーチ橋の地震応答の評価(耐震一般)

もっと見る 閉じる

スポンサーリンク