Earthquake Engineering and Engineering Vibration is an international journal sponsored by the Institute of Engineering Mechanics (IEM), China Earthquake Administration in cooperation with the Multidisciplinary Center for Earthquake Engineering Research (MCEER), and State University of New York at Buffalo. It promotes scientific exchange between Chinese and foreign scientists and engineers, to improve the theory and practice of earthquake hazards mitigation, preparedness, and recovery.The journal focuses on earthquake engineering in all aspects, including seismology, tsunamis, ground motion characteristics, soil and foundation dynamics, wave propagation, probabilistic and deterministic methods of dynamic analysis, behavior of structures, and methods for earthquake resistant design and retrofit of structures that are germane to practicing engineers. It includes seismic code requirements, as well as supplemental energy dissipation, base isolation, and structural control.
《地震工程与工程振动》是由中国地震局工程力学研究所（IEM）、地震工程多学科研究中心（MCEER）和纽约州立大学布法罗分校共同主办的国际性期刊。《地震工程学报》是中国地震科学研究院、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会、中国地震学会以及与实践工程师密切相关的结构的抗震设计和改造的方法。它包括抗震规范要求，以及补充能量耗散、基础隔震和结构控制。
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
