Inventory of Seismic Structural Evaluations, Performance Functions and Taxonomies for Buildings (INSSEPT)

[1]  Paolo Gardoni,et al.  Seismic Fragility and Confidence Bounds for Gravity Load Designed Reinforced Concrete Frames of Varying Height , 2008 .

[2]  Patxi URIZ,et al.  SEISMIC PERFORMANCE ASSESSMENT OF CONCENTRICALLY BRACED STEEL FRAMES , 2002 .

[3]  Amr S. Elnashai,et al.  Probabilistic seismic performance assessment of code-compliant multi-story RC buildings , 2012 .

[4]  Zekeriya Polat,et al.  Fragility analysis of mid-rise R/C frame buildings , 2006 .

[5]  James M. Ricles,et al.  Seismic performance and probabilistic collapse resistance assessment of steel moment resisting frames with fluid viscous dampers , 2014 .

[6]  Weichiang Pang,et al.  Nonlinear Dynamic Analysis of Soft-Story Light-Frame Wood Buildings , 2012 .

[7]  Solomon Tesfamariam,et al.  Seismic fragilities for reinforced concrete buildings with consideration of irregularities , 2012 .

[8]  Bruce R. Ellingwood,et al.  Seismic Risk Assessment of Gravity Load Designed Reinforced Concrete Frames Subjected to Mid-America Ground Motions , 2009 .

[9]  Paolo Gardoni,et al.  Probabilistic Demand Models and Fragility Curves for Reinforced Concrete Frames , 2006 .

[10]  Bruce R. Ellingwood,et al.  Uniform hazard versus uniform risk bases for performance‐based earthquake engineering of light‐frame wood construction , 2010 .

[11]  Barry J. Goodno,et al.  Seismic fragility analysis of low-rise unreinforced masonry structures , 2009 .

[12]  Bruce R. Ellingwood,et al.  Seismic fragility assessment of steel frames for consequence-based engineering: A case study for Memphis, TN , 2007 .

[13]  Da-Gang Lu,et al.  Relating Seismic Design Level and Seismic Performance: Fragility-Based Investigation of RC Moment-Resisting Frame Buildings in China , 2017 .

[14]  Shiling Pei,et al.  8th US National Conference on Earthquake Engineering 2006 , 2006 .

[15]  Curt B. Haselton,et al.  Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames , 2011 .

[16]  Nader Fanaie,et al.  Studying the seismic behavior of gate braced frames by incremental dynamic analysis (IDA) , 2014 .

[17]  Kyriazis Pitilakis,et al.  Consideration of aging and SSI effects on seismic vulnerability assessment of RC buildings , 2014, Bulletin of Earthquake Engineering.

[18]  Larry Alan Fahnestock,et al.  Evaluation of buckling-restrained braced frame seismic performance considering reserve strength , 2011 .

[19]  John Douglas,et al.  Development of seismic fragility surfaces for reinforced concrete buildings by means of nonlinear time‐history analysis , 2009 .

[20]  Paolo Gardoni,et al.  Story-specific demand models and seismic fragility estimates for multi-story buildings , 2011 .

[21]  Haseeb Tahir DEVELOPMENT OF FRAGILITY CURVE DATABASE FOR MULTI-HAZARD PERFORMANCE BASED DESIGN , 2016 .

[22]  Ayman Mosallam,et al.  Performance Assessment of Steel Moment-Resisting Frame Structures Using Fragility Methodology , 2018 .

[23]  Gregory G. Deierlein,et al.  Seismic performance assessment of steel corrugated shear wall system using non-linear analysis , 2013 .

[24]  Bruce R. Ellingwood,et al.  Quantifying and communicating uncertainty in seismic risk assessment , 2009 .

[25]  Solomon Tesfamariam,et al.  Seismic fragilities of non-ductile reinforced concrete frames with consideration of soil structure interaction , 2012 .

[26]  M. Tehranizadeh,et al.  Performance-based optimization of steel moment resisting frames , 2011 .

[27]  Saeed Nozhati,et al.  Influence of earthquake record truncation on fragility curves of RC frames with different damage indices , 2016 .

[28]  Behrouz Asgarian,et al.  Seismic performance evaluation of steel moment resisting frames through incremental dynamic analysis , 2010 .

[29]  Farzin Zareian,et al.  Reliability of a 4-Story Steel Moment-Resisting Frame Against Collapse Due to Seismic Excitations , 2008 .

[30]  Ali Abolmaali,et al.  Seismic performance assessment of steel moment frames with generic Locally Reinforced connections , 2011 .

[31]  Mohammad Amin Hariri-Ardebili,et al.  Nonlinear seismic assessment of steel moment frames using time–history, incremental dynamic, and endurance time analysis methods , 2013 .

[32]  Jonathan P. Stewart,et al.  Evaluation of the seismic performance of a code‐conforming reinforced‐concrete frame building—from seismic hazard to collapse safety and economic losses , 2007 .

[33]  B. Ellingwood,et al.  Fragility assessment of building structural systems in Mid‐America , 2007 .

[34]  Fatemeh Jalayer,et al.  Bayesian Cloud Analysis: efficient structural fragility assessment using linear regression , 2014, Bulletin of Earthquake Engineering.

[35]  Jack W. Baker,et al.  Incorporating modeling uncertainties in the assessment of seismic collapse risk of buildings , 2009 .

[36]  Pathmanathan Rajeev,et al.  Effect of hysteretic steel damper uncertainty on seismic performance of steel buildings , 2019 .

[37]  V. S. Patil,et al.  Probabilistic seismic performance assessment of brick masonry infill reinforced concrete building , 2018, International Journal of Advanced Structural Engineering.