Original Article

• DAMAGE IDENTIFICATION FROM UNIFORM LOAD SURFACE USING CONTINUOUS AND STATIONARY WAVELET TRANSFORMS

  MASOUD MASOUMI

  738-754

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• STOCHASTIC MULTI-SCALE ANALYSIS OF HOMOGENISED PROPERTIES CONSIDERING UNCERTAINTIES IN CELLULAR SOLID MICROSTRUCTURES USING A FIRST-ORDER PERTURBATION

  KHAIRUL SALLEH BASARUDDIN, NUR SAIFULLAH KAMARRUDIN, ISHAK IBRAHIM

  755-769

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• FINITE ELEMENT MODELING FOR BUCKLING ANALYSIS OF HYBRID PIEZOELEC-TRIC BEAM UNDER ELECTROMECHANICAL LOADS

  NAJEEB UR RAHMAN, MOHD NAUSHAD ALAM

  770-789

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• STABILITY OF CONCRETE BEAM-COLUMNS UNDER FOLLOWER FORCES

  GURMAIL S. BENIPAL, GURMAIL S. BENIPAL

  790-809

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• DYNAMIC PULL-IN INSTABILITY OF GEOMETRICALLY NONLINEAR ACTUATED MICRO-BEAMS BASED ON THE MODIFIED COUPLE STRESS THEORY

  HAMID M. SEDIGHI, MAZIAR CHANGIZIAN, AMINREZA NOGHREHABADI

  810-825

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• A SINGLE LOOP RELIABILITY-BASED DESIGN OPTIMIZATION USING EPM AND MPP-BASED PSO

  KUO-WEI LIAO, GAUTAMA IVAN

  826-847

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• APPLICATION OF NONLOCAL ELASTICITY AND DQM TO DYNAMIC ANALYSIS OF CURVED NANOBEAMS

  HASSAN KANANIPOUR, MEHDI AHMADI, HOSSEIN CHAVOSHI

  848-853

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• RETRACTED: VIBRATION OF PLATE ON FOUNDATION WITH FOUR EDGES FREE BY FINITE COSINE INTEGRAL TRANSFORM METHOD

  YANG ZHONG, HENG LIU

  854-863

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• A NUMERICAL STUDY ON SEISMIC RESPONSE OF SELF-CENTRING PRECAST SEGMENTAL COLUMNS

  EHSAN NIKBAKHT, KHALIM RASHID, FARZAD HEJAZI, SITI AMINAH OSMAN

  864-883

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• A SIMPLE EXTENSION OF LEMAITRE'S ELASTOPLASTIC DAMAGE MODEL TO ACCOUNT FOR HYDROLYTIC DEGRADATION

  EDUARDO ALBERTO FANCELLO, LEANDRO PEREIRA LINDENMEYER, CARLOS RODRIGO ROESLER, GEAN VICTOR SALMóRIA

  884-906

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