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1 |
The need for upgrading the seismic performance objectives
Kutanis, Mustafa;Boru, Elif Orak;
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Techno-Press
, v.7, no.4, pp.401-414,
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2 |
Seismic behavior of suspended building structures with semi-rigid connections
Liu, Yuxin;Lu, Zhitao;
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Techno-Press
, v.7, no.4, pp.415-448,
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3 |
Remote monitoring of urban and infrastructural areas
Bortoluzzi, Daniele;Casciati, Fabio;Elia, Lorenzo;Faravelli, Lucia;
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Techno-Press
, v.7, no.4, pp.449-462,
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4 |
Experimental investigations of the seismic performance of bridge piers with rounded rectangular cross-sections
Shao, Guangqiang;Jiang, Lizhong;Chouw, Nawawi;
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Techno-Press
, v.7, no.4, pp.463-484,
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5 |
Proposal of new ground-motion prediction equations for elastic input energy spectra
Cheng, Yin;Lucchini, Andrea;Mollaioli, Fabrizio;
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Techno-Press
, v.7, no.4, pp.485-510,
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6 |
Comparison of the dynamic responses of Highway Bridge using single and triple concave friction pendulums
Yurdakul, Muhammet;Ates, Sevket;Altunisik, Ahmet Can;
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Techno-Press
, v.7, no.4, pp.511-525,
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7 |
Experimental and theoretical studies of confined HSCFST columns under uni-axial compression
Lai, M.H.;Ho, J.C.M.;
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Techno-Press
, v.7, no.4, pp.527-552,
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8 |
Structural behavior of conventional and buckling restrained braced frames subjected to near-field ground motions
Guneyisi, Esra Mete;Ameen, Nali;
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Techno-Press
, v.7, no.4, pp.553-570,
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9 |
Experimental and numerical investigations on seismic performance of a super tall steel tower
He, Minjuan;Li, Zheng;Ma, Renle;Liang, Feng;
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Techno-Press
, v.7, no.4, pp.571-586,
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10 |
Improved capacity spectrum method with inelastic displacement ratio considering higher mode effects
Han, Sang Whan;Ha, Sung Jin;Moon, Ki Hoon;Shin, Myoungsu;
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Techno-Press
, v.7, no.4, pp.587-607,
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