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THE MAJOR CAUSE FOR SLIDING FAILURE OF SIDE WALLS DURING BASEMENT EXCAVATION IN HIGH-RISE BUILDINGS.
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- International Journal of Organizational Innovation, 2024, v. 17, n. 2, p. 185
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- Article
EFFECT OF SHEAR BANDING ON BRIDGES EQUIPPED WITH SEISMIC ISOLATION PADS.
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- International Journal of Organizational Innovation, 2024, v. 17, n. 2, p. 95
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- Article
INVESTIGATION OF THE EFFECTIVENESS OF EARTHQUAKE DISASTER MITIGATION FOR TECHNOLOGIES OF VIBRATION ISOLATION, ABSORPTION AND EARTHQUAKE-RESISTANCE.
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- International Journal of Organizational Innovation, 2024, v. 17, n. 2, p. 75
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- Article
LANDSLIDE PROBLEMS CAUSED BY EXCAVATION OF SHEAR BAND TUNNELS INTO GRABENS.
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- International Journal of Organizational Innovation, 2024, v. 17, n. 1, p. 20
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- Article
MAJOR CAUSE OF SUBSIDENCE OF ADJACENT BUILDINGS DURING FOUNDATION EXCAVATION.
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- International Journal of Organizational Innovation, 2024, v. 16, n. 4, p. 10
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- Article
MAJOR CAUSE OF FALL FAILURE OF MARKET BUILDINGS DURING TECTONIC EARTHQUAKES.
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- International Journal of Organizational Innovation, 2024, v. 16, n. 3, p. 120
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- Article
INFLUENCE OF SHEAR BANDING ON BUILDING SAFETY AFTER URBAN RENEWAL.
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- International Journal of Organizational Innovation, 2022, v. 15, n. 2, p. 165
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- Article
CAUSES AND TYPES OF BUILDING FAILURE DUE TO TECTONIC EARTHQUAKES.
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- International Journal of Organizational Innovation, 2023, v. 16, n. 2, p. 65
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- Article
THE MAJOR CAUSE OF BUILDING FAILURE IN THE REGION AFFECTED BY THE TURKEY-SYRIA EARTHQUAKE.
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- International Journal of Organizational Innovation, 2023, v. 16, n. 2, p. 10
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- Article
THE FORMATION MECHANISM AND CONSTITUENT ELEMENTS OF ROAD SINKHOLES AND THE RELATIONSHIP WITH SHEAR BANDING.
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- International Journal of Organizational Innovation, 2023, v. 16, n. 1, p. 155
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- Article
TECTONIC FRAMEWORK INDUCED BY SHEAR BANDING: A CASE STUDY OF THE SOUTH TAIWAN ISLAND ARC.
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- International Journal of Organizational Innovation, 2023, v. 15, n. 4, p. 75
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- Article
THREE CONSTITUENT ELEMENTS REQUIRED FOR CAUSING LIQUEFACTION.
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- International Journal of Organizational Innovation, 2023, v. 15, n. 4, p. 55
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- Article
INVESTIGATION OF THE EFFECTIVENESS OF GROUND VIBRATION FORTIFICATION TECHNOLOGIES IN BUILDING SEISMIC DESIGN CODES.
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- International Journal of Organizational Innovation, 2023, v. 15, n. 3, p. 110
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- Article
EVALUATING THE SEISMIC REINFORCEMENT OF EXISTING SCHOOL BUILDINGS USING SEISMIC CONDITIONS.
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- International Journal of Organizational Innovation, 2022, v. 15, n. 1, p. 210
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- Article
AN IMPORTANT FACTOR NEGLECTED IN THE SEISMIC REINFORCEMENT PERFORMANCE DESIGN OF SCHOOL BUILDINGS: SHEAR BANDING.
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- International Journal of Organizational Innovation, 2022, v. 14, n. 4, p. 155
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- Article
SHEAR BAND CONDITIONS REQUIRED TO DEVELOP THE EQUATION FOR THE ULTIMATE BEARING CAPACITY OF A STRIP FOUNDATION.
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- International Journal of Organizational Innovation, 2022, v. 14, n. 4, p. 450
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- Article
INFLUENCE OF SHEAR-BANDING EFFECTS ON THE ULTIMATE BEARING CAPACITY EQUATION OF FOUNDATIONS.
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- International Journal of Organizational Innovation, 2022, v. 14, n. 3, p. 205
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- Article
EFFECT OF DISSOLVED AIR IN WATER ON CONSOLIDATION TEST RESULTS.
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- International Journal of Organizational Innovation, 2022, v. 14, n. 3, p. 56
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- Article
A NEW METHOD FOR DAM FAILURE POTENTIAL EVALUATION BASED ON SHEAR BAND DISPLACED LANDFORM FEATURES.
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- International Journal of Organizational Innovation, 2021, v. 14, n. 2, p. 125
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- Article
INFLUENCE OF STRAIN SOFTENING AND SHEAR-BAND TILTING EFFECTS ON THE ACTIVE EARTH PRESSURE ON RETAINING WALLS.
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- International Journal of Organizational Innovation, 2021, v. 14, n. 1, p. 45
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- Article
COMPARISON OF REPAIR METHODS FOR CRACKED EARTH DAMS BASED ON DIFFERENT TECTONIC EARTHQUAKE EFFECTS.
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- International Journal of Organizational Innovation, 2021, v. 13, n. 4, p. 180
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- Article
GOVERNING EQUATIONS AND COMPLETE MATHEMATICAL PROOFS FOR COULOMB'S THEORY OF EARTH PRESSURE.
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- International Journal of Organizational Innovation, 2021, v. 13, n. 4, p. 40
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- Article
A NEW SLOPE STABILITY ANALYSIS METHOD CONSIDERING THE TECTONIC EARTHQUAKE EFFECTS.
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- International Journal of Organizational Innovation, 2021, v. 13, n. 3, p. 220
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- Article
THE MAJOR CAUSE FOR THE DESTRUCTION OF THE GANGWEIGOU CREEK FLOODWAY.
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- International Journal of Organizational Innovation, 2020, v. 13, n. 2, p. 120
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- Article
THE MAJOR CAUSE OF THE WANFO TEMPLE COLLAPSE IN THE 1999 JIJI EARTHQUAKE: SHEAR BANDING.
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- International Journal of Organizational Innovation, 2020, v. 12, n. 4, p. 345
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- Article
THE MAJOR CAUSE OF BRIDGE COLLAPSES ACROSS ROCK RIVERBEDS: SHEAR BANDING.
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- International Journal of Organizational Innovation, 2020, v. 13, n. 1, p. 180
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- Article
THE MAJOR CAUSE OF ANCHOR BLOCK SLOPE FAILURES.
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- International Journal of Organizational Innovation, 2018, v. 11, n. 2, p. 175
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- Article
THE MAJOR CAUSE OF BUILDING FALL FAILURES DURING TECTONIC EARTHQUAKES.
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- International Journal of Organizational Innovation, 2018, v. 11, n. 1, p. 1
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- Article
IMPROVED ANALYTICAL SOLUTIONS FOR HYDRAULIC GRADIENT DISTRIBUTIONS OF A SPECIMEN IN A CONSOLIDATION TEST.
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- International Journal of Organizational Innovation, 2018, v. 10, n. 4, p. 220
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- Article
LOCALIZATIONS OF SOIL LIQUEFACTIONS INDUCED BY TECTONIC EARTHQUAKES.
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- International Journal of Organizational Innovation, 2017, v. 9, n. 3, p. 110
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- Article
PIPING FAILURE INDUCED BY SHEAR BANDINGS: TAKE THE RENYITAN RESERVOIR SPILLWAY AS AN EXAMPLE.
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- International Journal of Organizational Innovation, 2016, v. 9, n. 2, p. 239
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- Article
SHEAR BANDING INDUCED SEISMIC BUILDING TILTING FAILURE AND ITS CONTROL.
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- International Journal of Organizational Innovation, 2016, v. 9, n. 1, p. 264
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- Article
MAJOR CAUSES OF CONSTRUCTION-INDUCED NEIGHBOR DAMAGE AND NULL-NEIGHBOR-DAMAGE METHOD.
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- International Journal of Organizational Innovation, 2016, v. 8, n. 4, p. 112
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- Article
A new weir surface repair layer with shock absorbing cushion design.
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- Earthquake Engineering & Engineering Vibration, 2013, v. 12, n. 3, p. 487, doi. 10.1007/s11803-013-0188-7
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- Article