Influence of Seismic Incident Angle on Response of Symmetric in Plan Buildings
'
Influence of Seismic Incident Angle on Response of Symmetric in Plan Buildings' 의 참고문헌
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Variation of response with incident angle under two horizontal correlated seismic components
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Three dimensional steel building response to near-fault motions
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The critical angle of seismic incidence and the maximum structural response
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Seismic assessment of concrete bridges using inelastic damage analysis
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Seismic assessment of an industrial frame structure designed according to Eurocodes. Part 2: Capacity and vulnerability
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Ruaumoko - a Program for Inelastic Time-History Analysis, Program manual
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Nonlinear response of two-way asymmetric single-story building under biaxial excitation
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Non-linear response of two-way asymmetric multistorey building under biaxial excitation
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Modal combination rules for multi-component earthquake excitation
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Mechanistic seismic damage model for reinforced concrete
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Maximum response and critical incident angle in special classes of buildings subjected to two horizontal seismic components
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Investigation of the critical direction of seismic force for the analysis of R.C.C. frames
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Influence of angle of incidence on seismic demands for inelastic single-storey structures subjected to bi-directional ground motions
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IDARC Version 3: A Program for the Inelastic Damage Analysis of RC Structures, Technical Report NCEER-92-0022
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Failure analysis of one-story precast structures for near-fault and far-fault strong ground motions
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FEMA 440, Improvement of nonlinear static seismic analysis procedures
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Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis
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Eurocode 8, Design of Structures for Earthquake Resistance
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Envelopes for seismic response vectors. II: Application
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Envelopes for seismic response vectors. I: Theory
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Effects of seismic directivity on structural response
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Directions sismiques defavorables et combinaisons defavorables des efforts
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Damage-limiting aseismic design of buildings
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Critical response of structures to multicomponent earthquake excitation
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Critical orientation of three correlated seismic components
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Correlation between structural performance levels and damage indexes in steel frames subjected to earthquakes
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Correlation between seismic acceleration parameters and overall structural damage indices of buildings
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Concurrent design forces in structures under three-component orthotropic seismic excitation
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Characteristics of 3-D earthquake ground motions
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Assessment of reinforced concrete buildings with shear wall based on Iranian Seismic Code (Third edition)
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ASCE/SEI 41-06, Seismic Rehabilitation of Existing Buildings
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A replacement for the 30%, 40% and SRSS rules for multicomponent seismic analysis
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Influence of Seismic Incident Angle on Response of Symmetric in Plan Buildings'
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