| 1 |
Design guidelines for precast and cast-in-place concrete diaphragms
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| 2 |
Inelastic quasistatic analysis to simulate dynamic behavior of multi-degreeof-freedom system
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| 3 |
Yield Point Spectra for seismic design and rehabilitation
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| 4 |
Application of modal techniques in a pushover analyses
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| 5 |
Estimating earthquake response of simple hysteretic structures
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| 6 |
Development of improved design procedures for near fault ground motions
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| 7 |
Validation of evaluation methods and acceptance criteria in evolving performance-based seismic codes
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| 8 |
Validity of deformation demand estimates using nonlinear static porcedure
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| 9 |
Uniform Hazard Ground Motions for Mid-America Cities
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| 10 |
Evaluation of analysis procedures for performance based seismic design of buildings
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| 11 |
Comparative performance evaluation of displacement based design procedures for near field earthquakes
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| 12 |
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| 13 |
Effect of stiffness degradation on deformation demands for SDOF and MDOF structures
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| 14 |
The direct displacement based design method;a damping perspective
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| 15 |
Influence of hysteretic deteriorations in seismic response of multistory steel frame buildings
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| 16 |
Static pushover versus dynamic collapse analysis of RC buildings
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| 17 |
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| 18 |
New seismic design provisions in Japan
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| 19 |
Consistent inelastic design spectra;strength and displacement
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| 20 |
Important features of the response of inelastic structures to near-field ground motion
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| 21 |
Advanced inelastic static(pushover) analysis for seismic design and assessment
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| 22 |
A critical review of state-of-the-art analytical tools and acceptance criterion in light of observed response of an instrumented nonductile concrete frame building
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| 23 |
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| 24 |
Performance assessment for a reinforced concrete frame building
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| 25 |
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| 26 |
Dynamic p-delta effects for flexible inelastic structures
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| 27 |
Capacity spectrum method based on inelastic demand spectra
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| 28 |
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| 29 |
Simplified response spectrum analysis of nonlinear structures
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| 30 |
Inelastic techniques in seismic evaluations
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| 31 |
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| 32 |
NoNlinear drift of multistory RC structures during earthquake
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| 33 |
Generic frame model for simulation of earthquake responses of steel moment frames
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| 34 |
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| 35 |
A simplified procedure to assess the seismic response of nonlinear structures
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| 36 |
Seismic performance and retrofit evaluation of reinforced concrete structures
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| 37 |
Implications of a proportioning method for earthquake-resistant RC frames subjected to strong ground motion
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| 38 |
Estimation of seismic drift demands for frame structures
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| 39 |
Capacity-demand diagram methods based on inelastic design spectrum
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| 40 |
Performance-based seismic design of wood framed buildings
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| 41 |
Effects of hysteresis type on the seismic response of buildings
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| 42 |
Simplified method for evaluation of seismic fragility
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| 43 |
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| 44 |
Equivalent viscous friction for hysteretic systems with earthquake-like excitations
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| 45 |
Evaluation of simplified methods of analysis of yielding structures
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| 46 |
In-elastic responses of reinforced concrete structures to earthquake motions
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| 47 |
Criteria for suppression of deformation concentration of building frames under severe earthquake
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| 48 |
Modal Pushover Analysis of SAC Buildings
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| 49 |
Inelastic displacement ratios for structures on firm sites
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| 50 |
Adaptive spectra-based pushover procedure for seismic evaluation of structures
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| 51 |
Estimation of Inelastic Deformation Demands of SDOF Systems
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| 52 |
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| 53 |
Capacity spectra method for estimating SDOF oscillator demands
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| 54 |
The N2 method for the seismic damage analysis of RC buildings
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| 55 |
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| 56 |
Spectral displacement demands of stiffness and strength degrading systems
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| 57 |
Multi-mode pushover procedure(MMP);a method to identify the effects of higher modes in a pushover analysis
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| 58 |
Inelastic displacement ratios for design on structures on soft soil sites
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| 59 |
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| 60 |
Incremental dynamic analysis
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| 61 |
Direct Displacement Based Design;Use of inelastic vs. elastic design spectra
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| 62 |
Method of reliability-based seismic design. Ⅰ: Equivalent nonlinear system
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| 63 |
Seismic reliability of steel frames
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| 64 |
Amplification factors to estimate inelastic displacement demands for the design of structures in the near field
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| 65 |
Evaluation of NSP to estimate seismic deformation;SDF systems
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| 66 |
Nonlinear static procedures and earthquake displacement demands
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| 67 |
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| 68 |
Effect of hysteretic model parameters on inelastic seismic demands
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