Scattering and reflection of SH waves around a slope on an elastic wedged space
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0502-0
Seismic wave input method for three-dimensional soil-structure dynamic interaction analysis based on the substructure of artificial boundaries
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0534-5
Sample geometric mean versus sample median in closed form framework of seismic reliability evaluation: a case study comparison
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0498-5
Seismic performance evaluation of typical dampers designed by Chinese building code
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0486-9
Seismic displacement demand prediction in non-linear domain: Optimization of the N2 method
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0495-8
Peak displacement patterns for the performance-based seismic design of steel eccentrically braced frames
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0510-0
Seismic analysis of dam-foundation-reservoir system including the effects of foundation mass and radiation damping
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0499-4
Seismic fragility of flexible pipeline connections in a base isolated medical building
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0542-5
Numerical study on the fracturing mechanism of shock wave interactions between two adjacent blast holes in deep rock blasting
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0533-6
A modified domain reduction method for numerical simulation of wave propagation in localized regions
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0488-7
The plurality effect of topographical irregularities on site seismic response
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0519-4
Observed failure modes of unreinforced masonry buildings during the 2015 Hindu Kush earthquake
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0505-x
Evaluating the inelastic displacement ratios of moment-resisting steel frames designed according to the Egyptian code
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0496-7
Damage detection of a thin plate using modal curvature via macrostrain measurement
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0512-y
Dynamic property tests of frozen red sandstone using a split hopkinson pressure bar
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0518-5
Analysis and control of vibration of ropes in a high-rise elevator under earthquake excitation
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0514-9
Behavior of ductile steel X-braced RC frames in seismic zones
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0539-0
Efficient structural seismic performance evaluation method using improved endurance time analysis
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0485-x
Numerical investigation of seismic performance of high modulus columns under earthquake loading
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0537-2
Experimental seismic behavior of squat shear walls with precast concrete hollow moulds
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0540-7
Control performance comparison between tuned liquid damper and tuned liquid column damper using real-time hybrid simulation
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0530-9
Seismic behavior of slab-structural wall junction of RC building
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0507-8
Structural damage assessment using improved Dempster-Shafer data fusion algorithm
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0511-z
Assessment of seismic amplification factor of excavation with support system
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0521-x
Stress distribution from railway track over geogrid reinforced ballast underlain by clay
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0491-z
Stochastic earthquake source model for ground motion simulation
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0487-8
Evaluation of the fishbone model in simulating the seismic response of multistory reinforced concrete moment-resisting frames
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0506-9
Shaking table test and numerical simulation of an isolated cylindrical latticed shell under multiple-support excitations
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0525-6
Site dependent and spatially varying response spectra
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0517-6
The Tesistan, Mexico earthquake (Mw 4.9) of 11 May 2016: seismic-tectonic environment and resonance vulnerability on buildings
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0523-8
Active vibration control of tensegrity structures for performance enhancement: A comparative study
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0529-2
Lessons from the seismic behavior of a steel grid roof structure heavily damaged in Lushan earthquake
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0492-y
Seismic reliability assessment of a steel moment-resisting frame with two different ductility levels using a cloud analysis approach
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0497-6
Analytical solution for vertical site response analysis and its validation
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0489-6
A time-domain nonlinear effective-stress non-Masing approach of ground response analysis of Guwahati city, India
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0490-0
Wind-induced instabilities and monitoring of wind turbine
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0515-8
Mapping of ground motion amplifications for the Fraser River delta in Greater Vancouver, Canada
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0531-8
Research on semi-active control method of a building structure based on non-smooth control
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0513-x
Study of the correlations between main shocks and aftershocks and aftershock synthesis method
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0535-4
Efficiency of employing fiber-based finite-length plastic hinges in simulating the cyclic and seismic behavior of steel hollow columns compared with other common modelling approaches
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0536-3
Smart Semi-active PID-ACO control strategy for tower vibration reduction in Wind Turbines with MR damper
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0541-6
Influence of pile spacing on seismic response of piled raft in soft clay: centrifuge modeling
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0532-7
Random vibration of nonlinear structures with stiffness and strength deterioration by modified tail equivalent linearization method
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0524-7
Influence of sand content on the flow characteristics of soft soil under cyclic and high-frequency vibration
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0516-7
Influence of rooftop telecommunication tower on set back-step back building resting on different ground slopes
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0508-7
Time-variant fragility analysis of the bridge system considering time-varying dependence among typical component seismic demands
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0509-6
Seismic behavior of large-scale FRP-recycled aggregate concrete-steel columns with shear connectors
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0538-1
Intensity measures for the seismic response evaluation of buried steel pipelines under near-field pulse-like ground motions
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0543-4
Transverse free vibration analysis of a tapered Timoshenko beam on visco-Pasternak foundations using the interpolating matrix method
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0522-9
A two-step unconditionally stable explicit method with controllable numerical dissipations
来源期刊:Earthquake Engineering and Engineering VibrationDOI:10.1007/s11803-019-0504-y