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| 1 |
Seismic response modification factors for stiffness degrading soil-structure systems
Ganjavi, Behnoud;Bararnia, Majid;Hajirasouliha, Iman;
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Techno-Press
, v.68, no.2, pp.159-170,
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| 2 |
Size-dependent damped vibration and buckling analyses of bidirectional functionally graded solid circular nano-plate with arbitrary thickness variation
Heydari, Abbas;
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Techno-Press
, v.68, no.2, pp.171-182,
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| 3 |
Dynamic stiffness formulations for harmonic response of infilled frames
Bozyigit, Baran;Yesilcea, Yusuf;
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Techno-Press
, v.68, no.2, pp.183-191,
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| 4 |
Effects of loading history on seismic performance of SRC T-shaped column, Part I: Loading along web
Wang, J.;Liu, Z.Q.;Xue, J.Y.;Hu, C.M.;
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Techno-Press
, v.68, no.2, pp.193-201,
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| 5 |
Large amplitude forced vibration of functionally graded nano-composite plate with piezoelectric layers resting on nonlinear elastic foundation
Yazdi, Ali A.;
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Techno-Press
, v.68, no.2, pp.203-213,
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| 6 |
Effect of heat source and gravity on a fractional order fiber reinforced thermoelastic medium
Jain, Kavita;Kalkal, Kapil Kumar;Deswal, Sunita;
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Techno-Press
, v.68, no.2, pp.215-226,
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| 7 |
A new cable force identification method considering cable flexural rigidity
Wang, Long;Wu, Bo;Gao, Junyue;Shi, Kairong;Pan, Wenzhi;He, Zhuoyi;Ruan, Zhijian;Lin, Quanpan;
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Techno-Press
, v.68, no.2, pp.227-235,
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| 8 |
An empirical formulation to predict maximum deformation of blast wall under explosion
Kim, Do Kyun;Ng, William Chin Kuan;Hwang, Oeju;
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Techno-Press
, v.68, no.2, pp.237-245,
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| 9 |
Ultimate strength of initially deflected plate under longitudinal compression: Part I = An advanced empirical formulation
Kim, Do Kyun;Poh, Bee Yee;Lee, Jia Rong;Paik, Jeom Kee;
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Techno-Press
, v.68, no.2, pp.247-259,
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| 10 |
Comprehensive investigation of buckling behavior of plates considering effects of holes
Mohammadzadeh, Behzad;Choi, Eunsoo;Kim, Woo Jin;
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Techno-Press
, v.68, no.2, pp.261-275,
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