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Dynamics of structures: theory and applications to earthquake engineering
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inferred← citeshttps://doi.org/10.5281/zenodo.1092965openalex-extracted
Experimental Study On The Floor Vibration Evaluation Of Concrete Slab For Existing Buildings
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New method for seismic isolation of liquid-storage tanks
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The critical angle of seismic incidence and the maximum structural response
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Effects of supplemental viscous damping on seismic response of asymmetric-plan systems
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Seismic code analysis of multi-storey asymmetric buildings
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Seismic response analysis of bridges isolated with friction pendulum bearings
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Optimal yield level of bilinear seismic isolation devices
inferred← citeshttps://doi.org/10.1002/(sici)1096-9845(199911)28:11<1309::aid-eqe868>3.0.co;2-uopenalex-snapshot
Response of buildings to near-field pulse-like ground motions
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Seismic behaviour of asymmetric buildings with supplemental damping
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Flexibility of superstructures and supports in the seismic analysis of simple bridges
inferred← citeshttps://doi.org/10.1002/1096-9845(200007)29:7<989::aid-eqe950>3.0.co;2-7openalex-snapshot
Design of friction damped structures using lateral force procedure
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Linear dynamic modeling of a uni-axial servo-hydraulic shaking table system
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Modal control of seismic structures using augmented state matrix
inferred← citeshttps://doi.org/10.1002/1096-9845(200102)30:2<279::aid-eqe11>3.0.co;2-qopenalex-snapshot
Response spectrum of incompatible acceleration, velocity and displacement histories
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Earthquake magnitude calculation without saturation from the scaling of peak ground displacement
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Seismic Testing of Highway Bridges
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A new method for online identification of civil structures: Virtual synchronization
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Efficient predictive vibration control of a building‐like structure
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Development of web‐based engineering numerical software (WENS) using M ATLAB : Applications to linear algebra
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Internet‐based instructional resource exposing middle school students to structural and earthquake engineering
inferred← citeshttps://doi.org/10.1002/cae.20540openalex-snapshot
PD and fuzzy logic control for earthquake resilient structures
inferred← citeshttps://doi.org/10.1002/cae.20568openalex-snapshot
A matlab‐based educational tool for the seismic design of flexibly supported RC buildings
inferred← citeshttps://doi.org/10.1002/cae.21720openalex-snapshot
Innovative experimental model and simulation method for structural dynamic concepts
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Streamline performance of Excel in stepwise implementation of numerical solutions
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An educational tool to improve understanding of structural dynamics through idealization of physical structure to analytical model
inferred← citeshttps://doi.org/10.1002/cae.22024openalex-snapshot
Implementation of comparative visualization pedagogy for structural dynamics
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Stabil: An educational Matlab toolbox for static and dynamic structural analysis
inferred← citeshttps://doi.org/10.1002/cepa.1812openalex-snapshot
Seismic Fragility Curves of Steel Frames Equipped with Easily Repairable Dissipative Devices
inferred← citeshttps://doi.org/10.1002/cepa.381openalex-snapshot
11.54: A proposal to improve the seismic behaviour of eccentrically braced structures
inferred← citeshttps://doi.org/10.1002/cnm.1152openalex-snapshot
Exact solution of vibration problems of frame structures
inferred← citeshttps://doi.org/10.1002/dama.200590098openalex-snapshot
Verformungsbasierter seismischer Nachweis von Mauerwerksbauten mit der Kapazitätsspektrum-Methode
inferred← citeshttps://doi.org/10.1002/eqe.1026openalex-snapshot
Improved external device for a mass‐carrying sliding system for shaking table testing
inferred← citeshttps://doi.org/10.1002/eqe.1100openalex-snapshot
Evaluation of three‐dimensional modal pushover analysis for unsymmetric‐plan buildings subjected to two components of ground motion
inferred← citeshttps://doi.org/10.1002/eqe.1167openalex-snapshot
Decentralized static output‐feedback H∞ controller design for buildings under seismic excitation
inferred← citeshttps://doi.org/10.1002/eqe.1173openalex-snapshot
Equivalent mechanical models of sloshing fluid in arbitrary‐section aqueducts
inferred← citeshttps://doi.org/10.1002/eqe.1190openalex-snapshot
Transverse free vibrations of continuous bridges with abutment restraint
inferred← citeshttps://doi.org/10.1002/eqe.139openalex-snapshot
Critical damping of structures with elastically supported visco‐elastic dampers
inferred← citeshttps://doi.org/10.1002/eqe.144openalex-snapshot
A modal pushover analysis procedure for estimating seismic demands for buildings
inferred← citeshttps://doi.org/10.1002/eqe.178openalex-snapshot
Mode‐acceleration approach to seismic response of multiply‐supported secondary systems
inferred← citeshttps://doi.org/10.1002/eqe.197openalex-snapshot
Seismic response analysis of highway overcrossings including soil–structure interaction
inferred← citeshttps://doi.org/10.1002/eqe.2182openalex-snapshot
The cause of unproportionately large higher mode contributions in the inelastic seismic responses of high‐rise core‐wall buildings
inferred← citeshttps://doi.org/10.1002/eqe.2188openalex-snapshot
Effects of aftershocks on peak ductility demand due to strong ground motion records from shallow crustal earthquakes
inferred← citeshttps://doi.org/10.1002/eqe.22openalex-snapshot
Inelastic buildings with tuned mass dampers under moderate ground motions from distant earthquakes
inferred← citeshttps://doi.org/10.1002/eqe.2208openalex-snapshot
Damping identification of a full‐scale passively controlled five‐story steel building structure
inferred← citeshttps://doi.org/10.1002/eqe.221openalex-snapshot
A procedure for evaluating seismic energy demand of framed structures
inferred← citeshttps://doi.org/10.1002/eqe.223openalex-snapshot
The rocking spectrum and the limitations of practical design methodologies
inferred← citeshttps://doi.org/10.1002/eqe.2245openalex-snapshot
Seismic response evaluation of the linked column frame system
inferred← citeshttps://doi.org/10.1002/eqe.2251openalex-snapshot
Structural behaviour and design criteria of under‐deck cable‐stayed bridges subjected to seismic action
inferred← citeshttps://doi.org/10.1002/eqe.2268openalex-snapshot
Response‐only modal identification of structures using strong motion data
inferred← citeshttps://doi.org/10.1002/eqe.2285openalex-snapshot
Structural pounding between adjacent buildings subjected to strong ground motions. Part I: The effect of different structures arrangement
inferred← citeshttps://doi.org/10.1002/eqe.2289openalex-snapshot
Evaluation of fundamental period of low‐rise and mid‐rise reinforced concrete buildings
inferred← citeshttps://doi.org/10.1002/eqe.2294openalex-snapshot
Adaptive time series compensator for delay compensation of servo‐hydraulic actuator systems for real‐time hybrid simulation
inferred← citeshttps://doi.org/10.1002/eqe.2299openalex-snapshot
Approximating peak responses in seismically isolated buildings using generalized modal analysis
inferred← citeshttps://doi.org/10.1002/eqe.2302openalex-snapshot
Blind modal identification of output‐only structures in time‐domain based on complexity pursuit
inferred← citeshttps://doi.org/10.1002/eqe.2311openalex-snapshot
Dynamics of inelastic base‐isolated structures subjected to analytical pulse ground motions
inferred← citeshttps://doi.org/10.1002/eqe.2328openalex-snapshot
Appropriate viscous damping for nonlinear time‐history analysis of base‐isolated reinforced concrete buildings
inferred← citeshttps://doi.org/10.1002/eqe.2333openalex-snapshot
Envelope‐based pushover analysis procedure for the approximate seismic response analysis of buildings
inferred← citeshttps://doi.org/10.1002/eqe.2342openalex-snapshot
Shaking table testing of an existing masonry building: assessment and improvement of the seismic performance
inferred← citeshttps://doi.org/10.1002/eqe.2345openalex-snapshot
Comparison of fundamental properties of new types of fiber‐mesh‐reinforced seismic isolators with conventional isolators
inferred← citeshttps://doi.org/10.1002/eqe.2346openalex-snapshot
Seismic evaluation of the shear behavior in reinforced concrete bridge columns including effect of vertical accelerations
inferred← citeshttps://doi.org/10.1002/eqe.2383openalex-snapshot
An efficient methodology for simulating earthquake‐induced 3D pounding of buildings
inferred← citeshttps://doi.org/10.1002/eqe.2388openalex-snapshot
Optimal cost‐effective topology of column bearings for reducing vertical acceleration demands in multistory base‐isolated buildings
inferred← citeshttps://doi.org/10.1002/eqe.2394openalex-snapshot
Seismic performance evaluation of high‐voltage disconnect switches using real‐time hybrid simulation: II. Parametric study
inferred← citeshttps://doi.org/10.1002/eqe.2399openalex-snapshot
Simultaneous topology and sizing optimization of viscous dampers in seismic retrofitting of 3D irregular frame structures
inferred← citeshttps://doi.org/10.1002/eqe.2408openalex-snapshot
Seismic response analysis of slender bridge piers
inferred← citeshttps://doi.org/10.1002/eqe.2490openalex-snapshot
Seismic response of sliding equipment and contents in base‐isolated buildings subjected to broadband ground motions
inferred← citeshttps://doi.org/10.1002/eqe.2600openalex-snapshot
Seismic fragility of plasterboard partitions via in‐plane quasi‐static tests
inferred← citeshttps://doi.org/10.1002/eqe.2605openalex-snapshot
Mass rig system for shaking table tests of slender columns
inferred← citeshttps://doi.org/10.1002/eqe.2610openalex-snapshot
Influence of FPS bearing properties on the seismic performance of base‐isolated structures
inferred← citeshttps://doi.org/10.1002/eqe.262openalex-snapshot
Optimal location of sensors for reconstruction of seismic responses through spline function interpolation
inferred← citeshttps://doi.org/10.1002/eqe.277openalex-snapshot
Shake table tests on a mass eccentric model with base isolation
inferred← citeshttps://doi.org/10.1002/eqe.2802openalex-snapshot
A new model order reduction strategy adapted to nonlinear problems in earthquake engineering
inferred← citeshttps://doi.org/10.1002/eqe.283openalex-snapshot
Experimental identification of the vibration modes of liquid‐filled conical tanks and validation of a numerical model
inferred← citeshttps://doi.org/10.1002/eqe.2872openalex-snapshot
Shake table tests on standard and innovative temporary partition walls
inferred← citeshttps://doi.org/10.1002/eqe.2880openalex-snapshot
The use of 3D modeling for the prediction of the seismic demands on the gravity dams
inferred← citeshttps://doi.org/10.1002/eqe.291openalex-snapshot
A simplified method of constructing fragility curves for highway bridges
inferred← citeshttps://doi.org/10.1002/eqe.2931openalex-snapshot
Methodology for practical seismic assessment of unreinforced masonry buildings with historical value
inferred← citeshttps://doi.org/10.1002/eqe.2945openalex-snapshot
A new model for spectral velocity ordinates at long periods
inferred← citeshttps://doi.org/10.1002/eqe.2957openalex-snapshot
Model for multiblock columns subjected to base excitation
inferred← citeshttps://doi.org/10.1002/eqe.301openalex-snapshot
Considerations for the development of real‐time dynamic testing using servo‐hydraulic actuation
inferred← citeshttps://doi.org/10.1002/eqe.3018openalex-snapshot
Seismic response analysis of reinforced concrete frames using inelasticity‐separated fiber beam‐column model
inferred← citeshttps://doi.org/10.1002/eqe.3027openalex-snapshot
Simplified method for real‐time seismic damage assessment of motorway bridges: Transverse direction—Accounting for abutment stoppers
inferred← citeshttps://doi.org/10.1002/eqe.306openalex-snapshot
Multi‐variable relations for soil effects on seismic ground motion
inferred← citeshttps://doi.org/10.1002/eqe.3097openalex-snapshot
Second‐mode tuned mass dampers in base‐isolated structures for reduction of floor acceleration
inferred← citeshttps://doi.org/10.1002/eqe.312openalex-snapshot
An improved capacity spectrum method for ATC‐40
inferred← citeshttps://doi.org/10.1002/eqe.3137openalex-snapshot
Seismic response of bridge piers on pile groups for different soil damping models and lumped parameter representations of the foundation
inferred← citeshttps://doi.org/10.1002/eqe.3150openalex-snapshot
Direct finite element method for nonlinear earthquake analysis of concrete dams: Simplification, modeling, and practical application
inferred← citeshttps://doi.org/10.1002/eqe.3162openalex-snapshot
Structure‐soil‐structure interaction of adjacent buildings subjected to seismic loading
inferred← citeshttps://doi.org/10.1002/eqe.3169openalex-snapshot
Direct estimation of seismic response in reduced‐degree‐of‐freedom isolation and energy dissipation systems
inferred← citeshttps://doi.org/10.1002/eqe.3209openalex-snapshot
Seismic performance and design of bridge column‐to‐pile shaft pipe‐pin connections in precast and cast‐in‐place bridges
inferred← citeshttps://doi.org/10.1002/eqe.3243openalex-snapshot
Centrifuge modelling of structures with oil dampers under seismic loading
inferred← citeshttps://doi.org/10.1002/eqe.3276openalex-snapshot
Fragility and risk assessment of freestanding building contents
inferred← citeshttps://doi.org/10.1002/eqe.3311openalex-snapshot
The shape of the seismic response interaction diagram: The effect of combination rules in response spectrum analysis
inferred← citeshttps://doi.org/10.1002/eqe.3313openalex-snapshot
Dynamic response analysis of nonlinear secondary oscillators to idealised seismic pulses
inferred← citeshttps://doi.org/10.1002/eqe.3332openalex-snapshot
Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames
inferred← citeshttps://doi.org/10.1002/eqe.3341openalex-snapshot
Collapse prognosis of a long‐span cable‐stayed bridge based on shake table test and nonlinear model updating
inferred← citeshttps://doi.org/10.1002/eqe.3394openalex-snapshot
Semi‐analytical solutions for stochastic response of non‐classically damped linear structures to arbitrary time‐frequency modulated seismic excitations
inferred← citeshttps://doi.org/10.1002/eqe.3468openalex-snapshot
Large‐scale field testing of geotechnical seismic isolation of structures using gravel‐rubber mixtures
inferred← citeshttps://doi.org/10.1002/eqe.3568openalex-snapshot
Vibrations of flexible pylons with time‐dependent mass attachments under ground induced motions
inferred← citeshttps://doi.org/10.1002/eqe.3575openalex-snapshot
Dimensionality reduction of the 3D inverted pendulum cylindrical oscillator and applications on sustainable seismic design of bridges
inferred← citeshttps://doi.org/10.1002/eqe.3581openalex-snapshot
Sequential sampling approach to energy‐based multi‐objective design optimization of steel frames with correlated random parameters
inferred← citeshttps://doi.org/10.1002/eqe.3594openalex-snapshot
Generation of floor and tertiary response spectra of structures under seismic excitations at multiple supports
inferred← citeshttps://doi.org/10.1002/eqe.364openalex-snapshot
Optimal design of viscoelastic dampers using eigenvalue assignment
inferred← citeshttps://doi.org/10.1002/eqe.3721openalex-snapshot
Deformation‐based design of seismically isolated bridges
inferred← citeshttps://doi.org/10.1002/eqe.3768openalex-snapshot
Detection of infill wall damage due to earthquakes from vibration data
inferred← citeshttps://doi.org/10.1002/eqe.3773openalex-snapshot
Effect of modeling of inherent damping on the response and collapse performance of seismically isolated buildings
inferred← citeshttps://doi.org/10.1002/eqe.380openalex-snapshot
A modal pushover analysis procedure to estimate seismic demands for unsymmetric‐plan buildings
inferred← citeshttps://doi.org/10.1002/eqe.391openalex-snapshot
Near‐fault ground motions, and the response of elastic and inelastic single‐degree‐of‐freedom (SDOF) systems
inferred← citeshttps://doi.org/10.1002/eqe.4014openalex-snapshot
Seismic fragility analysis of coupled building‐slope systems
inferred← citeshttps://doi.org/10.1002/eqe.4026openalex-snapshot
Effect of modeling assumptions on predicting seismic responses of a three‐story reinforced concrete shear wall structure
inferred← citeshttps://doi.org/10.1002/eqe.4077openalex-snapshot
Modal characterization of a three‐story buckling‐restrained braced frame steel building by non‐destructive field testing
inferred← citeshttps://doi.org/10.1002/eqe.422openalex-snapshot
Incorporating low-cycle fatigue model into duration-dependent inelastic design spectra
inferred← citeshttps://doi.org/10.1002/eqe.4240openalex-snapshot
Linear equivalence for motion amplification devices in earthquake engineering
inferred← citeshttps://doi.org/10.1002/eqe.425openalex-snapshot
Modified predictor–corrector numerical scheme for real‐time pseudo dynamic tests using state‐space formulation
inferred← citeshttps://doi.org/10.1002/eqe.430openalex-snapshot
Experimental evaluation of piecewise exact solution for predicting seismic responses of spherical sliding type isolated structures
inferred← citeshttps://doi.org/10.1002/eqe.440openalex-snapshot
Simple algorithm for semi‐active seismic response control of cable‐stayed bridges
inferred← citeshttps://doi.org/10.1002/eqe.441openalex-snapshot
Performance‐based seismic analysis and design of suspension bridges
inferred← citeshttps://doi.org/10.1002/eqe.453openalex-snapshot
Forced vibration testing of buildings using the linear shaker seismic simulation (LSSS) testing method
inferred← citeshttps://doi.org/10.1002/eqe.464openalex-snapshot
Semi-active control of sliding isolated bridges using MR dampers: an experimental and numerical study
inferred← citeshttps://doi.org/10.1002/eqe.474openalex-snapshot
A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon
inferred← citeshttps://doi.org/10.1002/eqe.510openalex-snapshot
An efficient three-dimensional solid finite element dynamic analysis of reinforced concrete structures
inferred← citeshttps://doi.org/10.1002/eqe.514openalex-snapshot
Seismic response control of smart sliding isolated buildings using variable stiffness systems: an experimental and numerical study
inferred← citeshttps://doi.org/10.1002/eqe.522openalex-snapshot
Effect of isolator and ground motion characteristics on the performance of seismic-isolated bridges
inferred← citeshttps://doi.org/10.1002/eqe.541openalex-snapshot
Problems encountered from the use (or misuse) of Rayleigh damping
inferred← citeshttps://doi.org/10.1002/eqe.543openalex-snapshot
The role of soil in the collapse of 18 piers of Hanshin Expressway in the Kobe earthquake
inferred← citeshttps://doi.org/10.1002/eqe.555openalex-snapshot
Seismic isolation of viaduct piers by means of a rocking mechanism
inferred← citeshttps://doi.org/10.1002/eqe.578openalex-snapshot
Dimensional response analysis of yielding structures with first-mode dominated response
inferred← citeshttps://doi.org/10.1002/eqe.597openalex-snapshot
Evaluation of the structural response under seismic actions using non-linear static methods
inferred← citeshttps://doi.org/10.1002/eqe.602openalex-snapshot
Merging energy-based design criteria and reliability-based methods: exploring a new concept
inferred← citeshttps://doi.org/10.1002/eqe.605openalex-snapshot
Approximate incremental dynamic analysis using the modal pushover analysis procedure
inferred← citeshttps://doi.org/10.1002/eqe.612openalex-snapshot
Shake-table experiment on reinforced concrete structure containing masonry infill wall
inferred← citeshttps://doi.org/10.1002/eqe.624openalex-snapshot
Re‐shaping hysteretic behaviour—spectral analysis and design equations for semi‐active structures
inferred← citeshttps://doi.org/10.1002/eqe.635openalex-snapshot
Simplified seismic analysis of asymmetric building systems
inferred← citeshttps://doi.org/10.1002/eqe.652openalex-snapshot
Identification of modal parameters of non‐classically damped linear structures under multi‐component earthquake loading
inferred← citeshttps://doi.org/10.1002/eqe.68openalex-snapshot
Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis
inferred← citeshttps://doi.org/10.1002/eqe.686openalex-snapshot
The role of phase difference components of ground motions in the torsional response of asymmetric buildings
inferred← citeshttps://doi.org/10.1002/eqe.723openalex-snapshot
Inclusion of P–Δ effect in displacement‐based seismic design of steel moment resisting frames
inferred← citeshttps://doi.org/10.1002/eqe.764openalex-snapshot
Transient response in steel moment frames caused by brittle connection fracture
inferred← citeshttps://doi.org/10.1002/eqe.77openalex-snapshot
Simplified analysis of asymmetric structures with supplemental damping
inferred← citeshttps://doi.org/10.1002/eqe.794openalex-snapshot
Probabilistic impedance of foundation: Impact of the seismic design on uncertain soils
inferred← citeshttps://doi.org/10.1002/eqe.802openalex-snapshot
Estimation of hysteretic energy demand using concepts of modal pushover analysis
inferred← citeshttps://doi.org/10.1002/eqe.838openalex-snapshot
Real‐time hybrid testing using the unconditionally stable explicit CR integration algorithm
inferred← citeshttps://doi.org/10.1002/eqe.891openalex-snapshot
HDR devices for the seismic protection of frame structures: Experimental results and numerical simulations
inferred← citeshttps://doi.org/10.1002/eqe.905openalex-snapshot
Dual‐plastic hinge design concept for reducing higher‐mode effects on high‐rise cantilever wall buildings
inferred← citeshttps://doi.org/10.1002/eqe.940openalex-snapshot
Hybrid testing and modeling of a suspended zipper steel frame
inferred← citeshttps://doi.org/10.1002/eqe.95openalex-snapshot
Response to three‐component seismic motion of arbitrary direction
inferred← citeshttps://doi.org/10.1002/eqe.97openalex-snapshot
Effect of earthquake ground motions on fragility curves of highway bridge piers based on numerical simulation
inferred← citeshttps://doi.org/10.1002/eqe.974openalex-snapshot
Earthquake response of arch dams to spatially varying ground motion
inferred← citeshttps://doi.org/10.1002/eqe.990openalex-snapshot
Non‐iterative equivalent linearization of inelastic SDOF systems for earthquakes in Japan and California
inferred← citeshttps://doi.org/10.1002/eqe.992openalex-snapshot
Application of MPA to estimate probability of collapse of structures
inferred← citeshttps://doi.org/10.1002/nme.2147openalex-snapshot
A continued‐fraction‐based high‐order transmitting boundary for wave propagation in unbounded domains of arbitrary geometry
inferred← citeshttps://doi.org/10.1002/nme.3035openalex-snapshot
A simple multi‐directional absorbing layer method to simulate elastic wave propagation in unbounded domains
inferred← citeshttps://doi.org/10.1002/nme.4923openalex-snapshot
iDEM: An impulse‐based discrete element method for fast granular dynamics
inferred← citeshttps://doi.org/10.1002/nme.6623openalex-snapshot
A‐stable linear two‐step time integration methods with consistent starting and their equivalent single‐step methods in structural dynamics analysis
inferred← citeshttps://doi.org/10.1002/nme.896openalex-snapshot
Perfectly matched layers for transient elastodynamics of unbounded domains
inferred← citeshttps://doi.org/10.1002/nme.994openalex-snapshot
Finite element response sensitivity analysis using force‐based frame models
inferred← citeshttps://doi.org/10.1002/pamm.201210089openalex-snapshot
Simplified assessment of high‐speed train induced bridge vibrations considering shear effects
inferred← citeshttps://doi.org/10.1002/pse.2260010111openalex-snapshot
Seismic analysis of RC structures
inferred← citeshttps://doi.org/10.1002/stc.12openalex-snapshot
Passive and semi‐active seismic response control of a cable‐stayed bridge
inferred← citeshttps://doi.org/10.1002/stc.1496openalex-snapshot
Nature of seismic control force in acceleration feedback
inferred← citeshttps://doi.org/10.1002/stc.1593openalex-snapshot
Blind modal identification of structures from spatially sparse seismic response signals
inferred← citeshttps://doi.org/10.1002/stc.1600openalex-snapshot
Identification of multistory shear buildings under unknown earthquake excitation using partial output measurements: numerical and experimental studies
inferred← citeshttps://doi.org/10.1002/stc.162openalex-snapshot
Prestressed active post-tensioned tendons control for bridges under moving loads
inferred← citeshttps://doi.org/10.1002/stc.165openalex-snapshot
Pole selection for structural control using the complex Fourier characteristics of the incoming earthquake
inferred← citeshttps://doi.org/10.1002/stc.1864openalex-snapshot
Seismic performance of a damping outrigger system for tall buildings
inferred← citeshttps://doi.org/10.1002/stc.188openalex-snapshot
Self-centring capacity of seismic isolation systems
inferred← citeshttps://doi.org/10.1002/stc.1906openalex-snapshot
Shake table investigation of a structure isolated by recycled rubber devices and magnetorheological dampers
inferred← citeshttps://doi.org/10.1002/stc.197openalex-snapshot
Phase analysis of actuator response for sub-optimal bang–bang and velocity cancellation control of base-isolated structures
inferred← citeshttps://doi.org/10.1002/stc.23openalex-snapshot
Phase II benchmark control problem for seismic response of cable‐stayed bridges
inferred← citeshttps://doi.org/10.1002/stc.25openalex-snapshot
Application of pseudo‐negative stiffness control to the benchmark cable‐stayed bridge
inferred← citeshttps://doi.org/10.1002/stc.449openalex-snapshot
Comparative study of vibration-based parametric identification techniques for a three-dimensional frame structure
inferred← citeshttps://doi.org/10.1002/stc.85openalex-snapshot
Vibration control of wind-induced response of tall buildings with an active tuned mass damper using neural networks
inferred← citeshttps://doi.org/10.1002/suco.201500168openalex-snapshot
Experimental and numerical evaluation of proposed precast concrete connections
inferred← citeshttps://doi.org/10.1002/suco.202200566openalex-snapshot
Experimental investigation on the seismic behavior of TRAC frame column with RCA treated by the silica fume cement paste
inferred← citeshttps://doi.org/10.1002/tal.1006openalex-snapshot
Estimating the annual probability of failure using improved progressive incremental dynamic analysis of structural systems
inferred← citeshttps://doi.org/10.1002/tal.1015openalex-snapshot
Seismic performance of eccentrically braced frame with vertical link using PBPD method
inferred← citeshttps://doi.org/10.1002/tal.1154openalex-snapshot
Displacement estimation of nonlinear structures using the force analogy method
inferred← citeshttps://doi.org/10.1002/tal.1161openalex-snapshot
The effect of roof systems on seismic performance of reinforced concrete frame-bent main building of large-scale thermal power plant
inferred← citeshttps://doi.org/10.1002/tal.1260openalex-snapshot
An alternative modal combination rule for adaptive pushover analysis
inferred← citeshttps://doi.org/10.1002/tal.1314openalex-snapshot
Alternative approach to compute shear amplification in high-rise reinforced concrete core wall buildings using uncoupled modal response history analysis procedure
inferred← citeshttps://doi.org/10.1002/tal.1409openalex-snapshot
A modified response spectrum analysis procedure to determine nonlinear seismic demands of high‐rise buildings with shear walls
inferred← citeshttps://doi.org/10.1002/tal.1475openalex-snapshot
A simplified method for determining acceleration amplitude of prestressed concrete floor under individual jumping load
inferred← citeshttps://doi.org/10.1002/tal.1515openalex-snapshot
Minimum‐weight design of high‐rise structures subjected to flexural vibration at a desired natural frequency
inferred← citeshttps://doi.org/10.1002/tal.1555openalex-snapshot
Effects of hysteretic damping on the seismic performance of tuned mass dampers
inferred← citeshttps://doi.org/10.1002/tal.1572openalex-snapshot
Quantification of seismic performance factors of steel diagrid system
inferred← citeshttps://doi.org/10.1002/tal.1683openalex-snapshot
Coupled‐two‐beam discrete model for dynamic analysis of tall buildings with tuned mass dampers including soil–structure interaction
inferred← citeshttps://doi.org/10.1002/tal.1750openalex-snapshot
Influence of seismic incident angle on response uncertainty and structural performance of tall asymmetric structure
inferred← citeshttps://doi.org/10.1002/tal.2011openalex-snapshot
Plastic energy evaluation of bilinear SDOF systems with fluid viscous dampers
inferred← citeshttps://doi.org/10.1002/tal.246openalex-snapshot
Hysteretic energy response of steel moment‐resisting frames with vertical mass irregularities
inferred← citeshttps://doi.org/10.1002/tal.350openalex-snapshot
Robustness of base‐isolated high‐rise buildings under code‐specified ground motions
inferred← citeshttps://doi.org/10.1002/tal.401openalex-snapshot
An alternative approach for assessing eccentricities in asymmetric multistory buildings. 1. Elastic systems
inferred← citeshttps://doi.org/10.1002/tal.442openalex-snapshot
An evaluation of energy response and cumulative plastic rotation demand in steel moment‐resisting frames through dynamic/static pushover analyses
inferred← citeshttps://doi.org/10.1002/tal.453openalex-snapshot
Dynamic amplification factor for progressive collapse resistance analysis of an RC building
inferred← citeshttps://doi.org/10.1002/tal.530openalex-snapshot
Drift optimization of high‐rise buildings in earthquake zones
inferred← citeshttps://doi.org/10.1002/tal.571openalex-snapshot
Effect of two horizontal components of earthquake on nonlinear response of torsionally coupled base isolated structures
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