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1 Influence of multi-component ground motions on seismic responses of long-span transmission tower-line system: An experimental study
Tian, Li;Ma, Ruisheng;Qiu, Canxing;Xin, Aiqiang;Pan, Haiyang;Guo, Wei; / Techno-Press , v.15, no.6, pp.583-593,
2 Statistical reference values for control performance assessment of seismic shake table testing
Chen, Pei-Ching;Kek, Meng-Kwee;Hu, Yu-Wei;Lai, Chin-Ta; / Techno-Press , v.15, no.6, pp.595-603,
3 An extended cloud analysis method for seismic fragility assessment of highway bridges
Sfahani, Mohammad Ghalami;Guan, Hong; / Techno-Press , v.15, no.6, pp.605-616,
4 Full scale tests of RC joints with minor to moderate seismic damage repaired using C-FRP sheets
Karayannis, Chris G.;Golias, Emmanuil; / Techno-Press , v.15, no.6, pp.617-627,
5 Sufficiency of the spectral shape in predicting peak and cumulative structural earthquake responses
Abdollahzadeh, Gholamreza;Sazjini, Mohammad; / Techno-Press , v.15, no.6, pp.629-637,
6 Mushroom skeleton to create rocking motion in low-rise steel buildings to improve their seismic performance
Mahdavi, Vahid;Hosseini, Mahmood;Gharighoran, Alireza; / Techno-Press , v.15, no.6, pp.639-654,
7 Use of large-scale shake table tests to assess the seismic response of a tunnel embedded in compacted sand
Zhou, Hao;Qin, Xiaoyang;Wang, Xinghua;Liang, Yan; / Techno-Press , v.15, no.6, pp.655-665,
8 Seismic behavior of K-type eccentrically braced frames with high strength steel based on PBSD method
Li, Shen;Wang, Chao-yu;Li, Xiao-lei;Jian, Zheng;Tian, Jian-bo; / Techno-Press , v.15, no.6, pp.667-685,
9 A new analytical approach to estimate the seismic tensile force of geosynthetic reinforcement respect to the uniform surcharge of slopes
Motlagh, Ali Tafreshi;Ghanbari, Ali;Maedeh, Pouyan Abbasi;Wu, Wei; / Techno-Press , v.15, no.6, pp.687-699,
10 Seismic performance assessment of R.C. bridge piers designed with the Algerian seismic bridges regulation
Kehila, Fouad;Kibboua, Abderrahmane;Bechtoula, Hakim;Remki, Mustapha; / Techno-Press , v.15, no.6, pp.701-713,