CONTENTS
Volume 69, Number 5, 2019
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The finite element model of pre-twisted Euler beam based on general displacement solution
Ying Huang, Changhong Chen, Haoran Zou and Yao Yao
pages 479-486.
DOI: 10.12989/sem.2019.69.5.479
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On exact wave propagation analysis of triclinic material using three-dimensional bi-Helmholtz gradient plate model
Behrouz Karami, Maziar Janghorban and Abdelouahed Tounsi
pages 487-497.
DOI: 10.12989/sem.2019.69.5.487
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Development of optimum modeling approach in prediction of wheelflats effects on railway forces
Javad Sadeghi, Amin Khajehdezfuly, Morteza Esmaeili and Davood Poorveis
pages 499-509.
DOI: 10.12989/sem.2019.69.5.499
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Vibration response and wave propagation in FG plates resting on elastic foundations using HSDT
Mokhtar Nebab, Hassen Ait Atmane, Riadh Bennai, Abdelouahed Tounsi and E.A. Adda Bedia
pages 511-525.
DOI: 10.12989/sem.2019.69.5.511
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Theoretical equivalence and numerical performance of T3ys and MITC3 plate finite elements
Andi Makarim Katili, Imam Jauhari Maknun and Irwan Katili
pages 527-536.
DOI: 10.12989/sem.2019.69.5.527
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Numerical modelling of bottom-hole rock in underbalanced drilling using thermo-poroelastoplasticity model
Weiji Liu, Yunlai Zhou, Xiaohua Zhu, Xiannan Meng, Mei Liu and Magd Abdel Wahab
pages 537-545.
DOI: 10.12989/sem.2019.69.5.537
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Vibration analysis of concrete foundation armed by silica nanoparticles based on numerical methods
Mahdi Mahjoobi and Mahmood Rabani Bidgoli
pages 547-555.
DOI: 10.12989/sem.2019.69.5.547
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An approach for deformation modulus mechanism of super-high arch dams
Bangbin Wu, Jingtai Niu, Huaizhi Su, Meng Yang, Zhongru Wu and Xinbo Cui
pages 557-566.
DOI: 10.12989/sem.2019.69.5.557
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Static and dynamic analysis of guyed steel lattice towers
Hussam M. Meshmesha, John B. Kennedy, Khaled Sennah and Saber Moradi
pages 567-577.
DOI: 10.12989/sem.2019.69.5.567
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Behavioral trends of shear strengthened reinforced concrete beams with externally bonded fiber-reinforced polymer
Samer Barakat, Salah Al-Toubat, Moussa Leblouba and Eman Al Burai
pages 579-589.
DOI: 10.12989/sem.2019.69.5.579