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Improved evaluation of inelastic displacement demands for short‐period masonry structures

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What this work says

Outgoing claims: the papers this work cites, builds on, or argues with.

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Capacity spectrum method based on inelastic demand spectra

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A modal pushover analysis procedure for estimating seismic demands for buildings

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Envelope‐based pushover analysis procedure for the approximate seismic response analysis of buildings

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A nonlinear macroelement model for the seismic analysis of masonry buildings

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Inelastic displacement ratios for evaluation of existing structures

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Inelastic spectra for infilled reinforced concrete frames

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Simplified non-linear seismic analysis of infilled reinforced concrete frames

inferredcites →https://doi.org/10.1002/eqe.4290230504openalex-snapshot

Consistent inelastic design spectra: Strength and displacement

inferredcites →https://doi.org/10.1002/eqe.697openalex-snapshot

Simplified probabilistic seismic performance assessment of plan‐asymmetric buildings

inferredcites →https://doi.org/10.1007/978-3-319-16130-3_4openalex-snapshot

Towards the Use of Time-History Analysis for the Seismic Assessment of Masonry Structures

inferredcites →https://doi.org/10.1007/s10518-016-9896-5openalex-snapshot

A nonlinear SDOF model for the simplified evaluation of the displacement demand of low-rise URM buildings

inferredcites →https://doi.org/10.1016/j.engstruct.2013.08.002openalex-snapshot

TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings

inferredcites →https://doi.org/10.1016/j.engstruct.2015.01.035openalex-snapshot

Nonlinear static analyses based on either inelastic or elastic spectra with equivalent viscous damping: A parametric comparison

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Reduced scale models based on similitude theory: A review up to 2015

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Investigation on the accuracy of the N2 method and the equivalent linearization procedure for different hysteretic models

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Evaluation of Site‐Dependent Inelastic Seismic Design Spectra

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Displacement Estimates for Performance-Based Seismic Design

inferredcites →https://doi.org/10.1061/(asce)0733-9445(1999)125:4(417)openalex-snapshot

Approximate Seismic Lateral Deformation Demands in Multistory Buildings

inferredcites →https://doi.org/10.1061/(asce)0733-9445(2000)126:10(1150)openalex-snapshot

Inelastic Displacement Ratios for Structures on Firm Sites

inferredcites →https://doi.org/10.1061/(asce)0733-9445(2000)126:4(482)openalex-snapshot

Evaluation of NSP to Estimate Seismic Deformation: SDF Systems

inferredcites →https://doi.org/10.1061/(asce)0733-9445(2001)127:9(1005)openalex-snapshot

Estimation of Inelastic Deformation Demands of SDOF Systems

inferredcites →https://doi.org/10.1061/(asce)0733-9445(2008)134:11(1685)openalex-snapshot

Noniterative Equivalent Linear Method for Evaluation of Existing Structures

inferredcites →https://doi.org/10.1061/jmcea3.0000929openalex-snapshot

Equivalent Viscous Damping for Yielding Structures

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Estimating Earthquake Response of Simple Hysteretic Structures

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Substitute-Structure Method for Seismic Design in R/C

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Simple Nonlinear Seismic Analysis of R/C Structures

inferredcites →https://doi.org/10.1080/13632460409350498openalex-snapshot

ADVANTAGES AND LIMITATIONS OF ADAPTIVE AND NON-ADAPTIVE FORCE-BASED PUSHOVER PROCEDURES

inferredcites →https://doi.org/10.1080/13632460409350504openalex-snapshot

DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE

inferredcites →https://doi.org/10.1080/13632460509350572openalex-snapshot

EVALUATION OF CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS I: METHODOLOGY

inferredcites →https://doi.org/10.1080/13632460601033884openalex-snapshot

Equivalent Damping in Support of Direct Displacement-Based Design

inferredcites →https://doi.org/10.1080/13632460609350590openalex-snapshot

EVALUATION OF CONVENTIONAL AND ADAPTIVE PUSHOVER ANALYSIS II: COMPARATIVE RESULTS

inferredcites →https://doi.org/10.1080/15583058.2015.1113338openalex-snapshot

Numerical Simulation of Shaking Table Tests on Full-Scale Stone Masonry Buildings

inferredcites →https://doi.org/10.1193/052312eqs197mopenalex-snapshot

Ground Motion Record Selection Based on Broadband Spectral Compatibility

inferredcites →https://doi.org/10.1193/1.1509762openalex-snapshot

Elastic and Inelastic Seismic Response of Buildings with Damping Systems

inferredcites →https://doi.org/10.1193/1.1585541openalex-snapshot

7. Response Modification Factors for Earthquake Resistant Design of Short Period Buildings

inferredcites →https://doi.org/10.1193/1.1585688openalex-snapshot

5. Displacement‐Based Design of RC Structures Subjected to Earthquakes

inferredcites →https://doi.org/10.1193/1.1586065openalex-snapshot

Capacity‐Demand‐Diagram Methods Based on Inelastic Design Spectrum

inferredcites →https://doi.org/10.1193/1.1586128openalex-snapshot

A Nonlinear Analysis Method for Performance‐Based Seismic Design

inferredcites →https://doi.org/10.1193/1.1586166openalex-snapshot

Direct Displacement‐Based Design: Use of Inelastic vs. Elastic Design Spectra

inferredcites →https://doi.org/10.1193/1.2085189openalex-snapshot

Role of Higher‐“Mode” Pushover Analyses in Seismic Analysis of Buildings

inferredcites →https://doi.org/10.1193/1.2932170openalex-snapshot

Displacement‐Based Seismic Design of StructuresM. J. N.Priestley, G. M.Calvi, and M. J.Kowalsky2007. IUSS Press, Pavia, Italy, 721 pp., $198.69

inferredcites →https://doi.org/10.1201/9780203740026-63openalex-snapshot

Seismic design methodologies for the next generation of codes

inferredcites →https://doi.org/10.1201/9781482296662openalex-snapshot

Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings

inferredcites →https://doi.org/10.5459/bnzsee.29.4.256-272openalex-snapshot

Displacement-based seismic assessment of existing reinforced concrete buildings

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Incoming claims: where this work appears in other papers’ reference lists and arguments.

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Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses

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Are the nonlinear static procedures feasible for the seismic assessment of irregular existing masonry buildings?

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Micro-modelling of stone masonry template buildings as a strategy for seismic risk assessment in developing countries

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Next-generation non-linear and collapse prediction models for short- to long-period systems via machine learning methods

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Conditional and non-conditional predictive models for inelastic displacement demands based on machine learning

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Vector-valued fragility surfaces conditioned on mainshock-aftershock intensity levels for masonry buildings

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Displacement-based seismic performance evaluation and vulnerability assessment of buildings: The N2 method revisited

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Validation of displacement-based procedures for rocking assessment of cantilever masonry elements

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This thesis examines the response of reinforced concrete frames infilled with semi-interlocking masonry (SIM) material. Experimental and numerical investigations were completed that showed that SIM-infilled frame stiffness is significantly smaller than that of traditional MIFs. In addition, the…

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RINTC PROJECT: NONLINEAR DYNAMIC ANALYSES OF ITALIAN CODE-CONFORMING URM BUILDINGS FOR COLLAPSE RISK ASSESSMENT

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