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作者:Loukas C. Katsenis , Constantine A. Stamatopoulos , Vassilis P. Panoskaltsis ...
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.129
摘要:Abstract(#br)In the present work a new cost-effective dynamic method predicting large seismic displacement along slip surfaces is proposed. For this purpose, the 1-D propagation of horizontal shear waves on a soil stratum with a horizontal stick-slip element at some depth is cons...
作者:O. Fatih Yalcin , Murat Dicleli
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.129
摘要:Abstract(#br)In this study, the effect of the high frequency components of near fault ground motions (NFGM) with forward rupture directivity effect (FRDE) on the seismic response of elastic and inelastic SDOF regular (non-isolated) and seismic isolated structures is studied. For ...
作者:Konstantinos Kostinakis , Asimina Athanatopoulou
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.129
摘要:Abstract(#br)The presence of unreinforced masonry infills in R/C buildings is well-acknowledged as a critical issue that significantly influences the structures’ seismic response. The observation of post-earthquake damages, as well as numerous experimental and numerical stud...
作者:Zhizhen Xu , Linyou Pan , Chuan Gu ...
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.129
摘要:Abstract(#br)The consolidation state imposes great influences on the clay responses to subsequent cyclic loadings. So far most laboratory cyclic tests on clays focused on the isotropically or K 0 consolidated conditions, while few considered the anisotropically overconsolidated c...
作者:Chih-Wei Lu , Min-Chien Chu , Louis Ge ...
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.129
摘要:Abstract(#br)Soil liquefaction can occur when the strength and stiffness of soil are reduced by changes in the stress condition, and the settlement of structures can be affected by this phenomenon following an earthquake. To evaluate the liquefaction-induced settlement of structu...
作者:S. Qi , J.A. Knappett
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.128
摘要:Abstract(#br)The 2010–2011 Canterbury Earthquake Sequence (CES) caused extensive damage to low-rise structures in the city of Christchurch, New Zealand, mainly due to liquefaction-induced effects including settlement and angular distortion. This paper will present the result...
作者:Maria Chiara Capatti , Francesca Dezi , Sandro Carbonari ...
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.128
摘要:Abstract(#br)An extensive experimental in-situ campaign of dynamic tests carried out on a full-scale 2 × 2 group of inclined injected micropiles in alluvial soils is described in this paper. The campaign includes ambient vibration and impact load tests to investigate the dyn...
作者:Jia-Qiang Yang , Zhen-Dong Cui
来源:[J].Soil Dynamics and Earthquake Engineering(IF 1.276), 2020, Vol.133
摘要:Abstract(#br)To better understand the cumulative settlement of railway ground under the repeated train loads, the effects of cyclic stress ( σ d ), initial static shear stress ( σ s ), and effective mean principal stress ( p 0 ' ) on the permanent deformation of saturated si...

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