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| 1 |
Combinatorial continuous non-stationary critical excitation in M.D.O.F structures using multi-peak envelope functions
Ghasemi, S. Hooman;Ashtari, P.;
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Techno-Press
, v.7, no.6, pp.895-908,
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| 2 |
Performance of retaining walls with and without sound wall under seismic loads
Mock, Erin;Cheng, Lijuan;
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Techno-Press
, v.7, no.6, pp.909-935,
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| 3 |
Nonlinear seismic damage control of steel frame-steel plate shear wall structures using MR dampers
Xu, Longhe;Li, Zhongxian;Lv, Yang;
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Techno-Press
, v.7, no.6, pp.937-953,
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| 4 |
Seismic characterization of cold formed steel pallet racks
Saravanan, M.;Marimuthu, V.;Prabha, P.;Surendran, M.;Palani, G.S.;
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Techno-Press
, v.7, no.6, pp.955-967,
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| 5 |
Optimal design of the seismic protection system for isolated bridges
Losanno, Daniele;Spizzuoco, Mariacristina;Serino, Giorgio;
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Techno-Press
, v.7, no.6, pp.969-999,
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| 6 |
Rocking behavior of bridge piers with spread footings under cyclic loading and earthquake excitation
Hung, Hsiao-Hui;Liu, Kuang-Yen;Chang, Kuo-Chun;
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Techno-Press
, v.7, no.6, pp.1001-1024,
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| 7 |
Optimal placement and design of nonlinear dampers for building structures in the frequency domain
Fujita, Kohei;Kasagi, Masatoshi;Lang, Zi-Qiang;Penfei, Guo;Takewaki, Izuru;
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Techno-Press
, v.7, no.6, pp.1025-1044,
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| 8 |
Effect of reducing tsunami damage by installing fairing in Kesen-Bridge
Abukawa, Takahiro;Nakamura, Yuto;Hasegawa, Akira;
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Techno-Press
, v.7, no.6, pp.1045-1060,
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| 9 |
An iterative hybrid random-interval structural reliability analysis
Fang, Yongfeng;Xiong, Jianbin;Tee, Kong Fah;
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Techno-Press
, v.7, no.6, pp.1061-1070,
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| 10 |
Optimum tuned mass damper approaches for adjacent structures
Nigdeli, Sinan Melih;Bekdas, Gebrail;
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Techno-Press
, v.7, no.6, pp.1071-1091,
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| 11 |
Story-wise system identification of actual shear building using ambient vibration data and ARX model
Ikeda, Ayumi;Fujita, Kohei;Takewaki, Izuru;
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Techno-Press
, v.7, no.6, pp.1093-1118,
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| 12 |
Damage-based optimization of large-scale steel structures
Kaveh, A.;Kalateh-Ahani, M.;Fahimi-Farzam, M.;
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Techno-Press
, v.7, no.6, pp.1119-1139,
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| 13 |
Seismic base isolation of precast wall system using high damping rubber bearing
Tiong, Patrick L.Y.;Adnan, Azlan;Rahman, Ahmad B.A.;Mirasa, Abdul K.;
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Techno-Press
, v.7, no.6, pp.1141-1169,
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| 14 |
Seismic force reduction factor for steel moment resisting frames with supplemental viscous dampers
Serror, M. Hassanien;Diab, R. Adel;Mourad, S. Ahmed;
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Techno-Press
, v.7, no.6, pp.1171-1186,
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| 15 |
A half-century of rocking isolation
Makris, Nicos;
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Techno-Press
, v.7, no.6, pp.1187-1221,
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| 16 |
On the response of base-isolated buildings using bilinear models for LRBs subjected to pulse-like ground motions: sharp vs. smooth behaviour
Mavronicola, Eftychia;Komodromos, Petros;
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Techno-Press
, v.7, no.6, pp.1223-1240,
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| 17 |
Response of structures to seismic sequences corresponding to Mexican soft soils
Diaz-Martinez, Gerardo;Ruiz-Garcia, Jorge;Teran-Gilmore, Amador;
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Techno-Press
, v.7, no.6, pp.1241-1258,
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| 18 |
The effects of peak ground velocity of near-field ground motions on the seismic responses of base-isolated structures mounted on friction bearings
Tajammolian, H.;Khoshnoudian, F.;Talaei, S.;Loghman, V.;
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Techno-Press
, v.7, no.6, pp.1259-1281,
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| 19 |
Impact of time and frequency domain ground motion modification on the response of a SDOF system
Carlson, Clinton P.;Zekkos, Dimitrios;McCormick, Jason P.;
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Techno-Press
, v.7, no.6, pp.1283-1301,
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