Articles

• ANALYTICAL SOLUTION OF DEEP TUNNELS IN A STRAIN-HARDENING ELASTO-PLASTIC ROCK MASS

  DENISE BERNAUD, FELIPE PINTO DA MOTTA QUEVEDO

  1-21

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• PREDICTION OF THE IC DEBONDING FAILURE OF FRP-STRENGTHENED RC BEAMS BASED ON THE COHESIVE ZONE MODEL

  JINGCHUN ZHANG, RONG GUO, SHENGYUE LI, SHAOWEI ZHAO

  1-29

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• VALIDATION OF FOAM FILLED TUBE MODEL AND OPTIMIZATION RESULT USING WEIBULL DISTRIBUTION

  FAUZAN DJAMALUDDIN, ZAINI AHMAD, FAUZIAH MAT

  1-13

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• COMPUTATIONAL MODELING OF FLAT SLABS: INFLUENCE OF RIBS AND FLEXURAL REINFORCEMENT ON SHEAR STRENGTH

  RICARDO J. C. SILVA, DÊNIO R. C. OLIVEIRA, NÍVEA G. B. ALBUQUERQUE, FRANCISCO E. S. SILVA JÚNIOR, PAULO V. P. SACRAMENTO

  1-16

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• REVIEW ON THE ROCKING WALL SYSTEMS AS A SELF-CENTERING MECHANISM AND ITS INTERACTION WITH FLOOR DIAPHRAGM IN PRECAST CONCRETE STRUCTURES

  MOHD ASHA'ARI MASROM, NOR HAYATI ABDUL HAMID

  1-29

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• BALLISTIC GELATIN LAGRANGE MOONEY-RIVLIN MATERIAL MODEL AS A SUBSTITUTE OF BIRD IN FINITE ELEMENT BIRD STRIKE CASE STUDIES

  ASLAM MUHAMMAD AZEEM, SAIAF BIN RAYHAN, ZHANG KE, WANG JING YU

  1-15

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• EFFECTS OF TENSILE REINFORCING STEEL RATIO AND NEAR-SURFACE-MOUNTED BAR DEVELOPMENT LENGTH ON THE STRUCTURAL BEHAVIOR OF STRENGTHENED RC BEAMS

  HESHAM EL-EMAM, ALAA ELSISI, MOHAMED KHALIFA BNENI, SELEEM S. AHMED, HOSSAM EL-DIN M. SALLAM

  1-11

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• SEISMIC BEHAVIOR ANALYSIS OF WIND TURBINE TOWER AFFECTED BY HYDRODYNAMIC PRESSURE BASED ON A SIMPLIFIED CALCULATION MODEL

  SHUAI HUANG, QINGJIE QI, WENGANG LIU, YINGJIE LIU, YOUXIN ZHAO

  1-17

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• FINITE ELEMENTS FOR THE ONE VARIABLE VERSION OF MINDLIN-REISSNER PLATE

  KAMAL HASSAN, EHAB YEHIA, MOHAMMAD TAWFIK

  1-18

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• HYBRID FINITE-DISCRETE ELEMENT MODELLING OF ROCK FRACTURE DURING CONVENTIONAL COMPRESSIVE AND TENSILE STRENGTH TESTS UNDER QUASI-STATIC AND DYNAMIC LOADING CONDITIONS

  HUAMING AN, HONGYUAN LIU, HAOYU HAN

  1-32

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