No. 3 (2013)

Bài viết

• Geometrically nonlinear and dynamic analysis of euler-bernoulli beams using isogeometric approach

  Tran Vinh Loc, Thai Hoang Chien, Nguyen Xuan Hung

  2-9

• A LINEARLY CONFORMING POINT INTERPOLATION METHOD (LC-PIM) FOR PERFECT VISCO-ELASTOPLASTIC ANALYSIS OF 2D SOLIDS

  Bui Xuan Thang, Nguyen Thoi Trung, Nguyen Xuan Hung, Phung Van Phuc

  10-22

• WATERMARKING MEDICAL IMAGES BY REVERSIBLE SCHEME AND EMBEDDING IN REGION OF NON-INTEREST

  Truong Hoang Vinh

  23-28

• STATIC AND FREE VIBRATION ANALYSES OF PLATES ON ELASTIC FOUNDATION USING A CELL-BASED SMOOTHED THREE-NODE MINDLIN PLATE ELEMENT (CS-MIN3)

  Phung Van Phuc, Nguyen Thoi Trung, Nguyen Xuan Hung, Tran Trung Dung

  29-37

• KEY FACTORS INFLUENCING ON VIETNAMESE CONSTRUCTION PERFORMANCE

  Luu Truong Van, Dao Trung Nghiem, Nguyen Hoai Nghia, Do Hoang Hai

  38-48

• AN XFEM BASED KINEMATIC LIMIT ANALYSIS FORMULATION FOR PLANE STRAIN CRACKED STRUCTURES USING SOCP

  Tran Trung Dung, Le Van Canh, Lam Phat Thuan

  49-57

• NATURAL FREQUENCIES AND CRITICAL LOADS OF FUNCTIONALLY GRADED SINGLE SPAN BEAMS RESTING ON WINKLER’S ELASTIC FOUNDATION

  Nguyen The Truong Phong, Nguyen Trong Phuoc

  58-70

• MATHEMATICAL MODELS FOR DETERMINING THE RADIUS OF R-WAVE PROPAGATION DUE TO PILE DRIVING USING DIMENSIONAL ANALYSIS

  Duong Hong Tham

  71-78

• THE EFFECT OF TRACK IRREGULARITY AND WHEEL LOAD ON THEDYNAMIC RESPONSE OF AHIGH-SPEED RAIL SYSTEM

  Tran Minh Thi, Kok K. Ang, Luong Van Hai

  79-92