Seismic Assessment of Steel MRFs by Cyclic Pushover Analysis
暂无分享,去创建一个
Aurelio Ghersi | Pier Paolo Rossi | Melina Bosco | Edoardo M. Marino | Francesca Barbagallo | P. Rossi | A. Ghersi | E. Marino | F. Barbagallo | M. Bosco
[1] Toshimi Kabeyasawa,et al. A story shear-based adaptive pushover procedure for estimating seismic demands of buildings , 2010 .
[2] Pier Paolo Rossi,et al. An accurate strength amplification factor for the design of SDOF systems with P–Δ effects , 2014 .
[3] Mjn Priestley,et al. Myths and Fallacies in Earthquake Engineering--Conflicts Between Design and Reality , 1995, SP-157: Recent Developments In Lateral Force Transfer In Buildings.
[4] Sashi K. Kunnath,et al. Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures , 2000 .
[5] Gian Paolo Cimellaro,et al. On the selection and scaling of ground motions for fragility analysis of structures , 2014 .
[6] Sashi K. Kunnath,et al. Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures , 1997 .
[7] Misael REQUENA,et al. EVALUATION OF A SIMPLIFIED METHOD FOR THE DETERMINATION OF THE NON LINEAR SEISMIC RESPONSE OF RC FRAMES , 1999 .
[8] Rui Pinho,et al. DEVELOPMENT AND VERIFICATION OF A DISPLACEMENT-BASED ADAPTIVE PUSHOVER PROCEDURE , 2004 .
[9] Massimiliano Ferraioli,et al. AN ADAPTIVE CAPACITY SPECTRUM METHOD FOR ESTIMATING SEISMIC DEMANDS OF STEEL MOMENT-RESISTING FRAMES , 2015 .
[10] Ahmed Y. Elghazouli. Assessment of European seismic design procedures for steel framed structures , 2009 .
[11] C. Repapis. Seismic Performance Evaluation of Existing RC Buildings Without Seismic Details. Comparison of Nonlinear Static Methods and IDA , 2016 .
[12] Phaiboon Panyakapo,et al. Cyclic Pushover Analysis procedure to estimate seismic demands for buildings , 2014 .
[13] W Century Boulevard. PARTIES INTERESTED IN EVALUATION REPORTS ON PREFABRICATED WOOD SHEAR PANELS SUBJECT: Proposed Revisions to the Acceptance Criteria for Prefabricated Wood Shear Panels, Subject AC130-1009-R1 (KS/BG) , 2009 .
[14] Lei Zhang,et al. Seismic response of pile–raft system embedded in spatially random clay , 2019, Géotechnique.
[15] Lucia Tirca,et al. Numerical simulation of steel I-shaped beams using a fiber-based damage accumulation model , 2017 .
[16] Fayaz R. Rofooei,et al. The modified dynamic‐based pushover analysis of steel moment resisting frames , 2017 .
[17] Lei Zhang,et al. Seismic responses of rectangular subway tunnels in a clayey ground , 2018, PloS one.
[18] Peter Fajfar,et al. THE N2 METHOD FOR THE SEISMIC DAMAGE ANALYSIS OF RC BUILDINGS , 1996 .
[19] John Douglas,et al. Influence of the Number of Dynamic Analyses on the Accuracy of Structural Response Estimates , 2015 .
[20] Manolis Papadrakakis,et al. Seismic assessment of structures and lifelines , 2015 .
[21] Mary C. Brennan,et al. on the , 1982 .
[22] Jack W. Baker,et al. Quantifying the Influence of Ground Motion Duration on Structural Collapse Capacity Using Spectrally Equivalent Records , 2016 .
[23] Dana Petcu,et al. Available rotation capacity of wide-flange beams and beam-columns Part 1. Theoretical approaches , 1997 .
[24] Aurelio Ghersi,et al. On the evaluation of seismic response of structures by nonlinear static methods , 2009 .
[25] Anil K. Chopra,et al. A modal pushover analysis procedure for estimating seismic demands for buildings , 2002 .
[26] Aurelio Ghersi,et al. A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures , 2017 .
[27] Mário Lopes,et al. Seismic performance of irregular bridges – comparison of different nonlinear static procedures , 2015 .
[28] Abbie B. Liel,et al. Effect of ground motion duration on earthquake-induced structural collapse , 2013 .
[29] L. Girardi,et al. Seismic performance , 2018, Astronomy & Astrophysics.
[30] S. Goh,et al. A centrifuge study of the seismic response of pile–raft systems embedded in soft clay , 2017 .
[31] Mohsen A. Issa,et al. Behavior of masonry-infilled nonductile reinforced concrete frames , 2002 .