Value based seismic design of structures using performance assessment by the endurance time method
暂无分享,去创建一个
[1] Seyed Roohollah Mousavi,et al. Behavior of steel frames with rotational friction dampers by endurance time method , 2015 .
[2] Alphonse J. Dell'Isola,et al. Value engineering : practical applications --for design, construction, maintenance & operations , 1997 .
[3] Manolis Papadrakakis,et al. Building design based on energy dissipation: a critical assessment , 2010 .
[4] Vladimir Sigmund,et al. Seismic evaluation and retrofit of existing buildings , 2010 .
[5] Emiliano Matta,et al. Lifecycle cost optimization of tuned mass dampers for the seismic improvement of inelastic structures , 2018 .
[6] Curt B. Haselton,et al. Seismic Collapse Safety of Reinforced Concrete Buildings. I: Assessment of Ductile Moment Frames , 2011 .
[7] Siegmar Otto. Bedeutung und Verwendung der Begriffe nachhaltige Entwicklung und Nachhaltigkeit : eine empirische Studie , 2007 .
[8] Therese P. McAllister,et al. Risk-Based Decision Making for Sustainable and Resilient Infrastructure Systems , 2016 .
[9] Manolis Papadrakakis,et al. Generation of artificial accelerograms for efficient life-cycle cost analysis of structures , 2015 .
[10] Eduardo Miranda,et al. Evaluation of residual drift demands in regular multi‐storey frames for performance‐based seismic assessment , 2006 .
[11] Jack P. Moehle,et al. Seismic Performance Evaluation of Facilities: Methodology and Implementation , 2009 .
[12] Nikos D. Lagaros,et al. Life‐cycle cost assessment of mid‐rise and high‐rise steel and steel–reinforced concrete composite minimum cost building designs , 2013 .
[13] Dan M. Frangopol,et al. Performance‐based seismic assessment of conventional and base‐isolated steel buildings including environmental impact and resilience , 2016 .
[14] STEFANO PAMPANIN,et al. PERFORMANCE-BASED SEISMIC RESPONSE OF FRAME STRUCTURES INCLUDING RESIDUAL DEFORMATIONS. PART I: SINGLE-DEGREE OF FREEDOM SYSTEMS , 2003 .
[15] Ali Kaveh,et al. Performance-based multi-objective optimization of large steel structures , 2012, Metaheuristic Optimization Algorithms in Civil Engineering: New Applications.
[16] Min Liu,et al. Multiobjective optimization for performance‐based seismic design of steel moment frame structures , 2005 .
[17] Michel Bruneau,et al. A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities , 2003 .
[18] Y. K. Wen,et al. Minimum Building Life-Cycle Cost Design Criteria. II: Applications , 2001 .
[19] Mojtaba Mahsuli,et al. Detailed seismic risk analysis of buildings using structural reliability methods , 2018 .
[20] Y. K. Wen,et al. Minimum Building Life-Cycle Cost Design Criteria. I: Methodology , 2001 .
[21] Emilio Rosenblueth,et al. Fundamentals of earthquake engineering , 1971 .
[22] Shahram Pezeshk,et al. Risk-Based Seismic Design for Optimal Structural and Nonstructural System Performance , 2011 .
[23] Ricardo O. Foschi,et al. Optimization for performance-based design under seismic demands, including social costs , 2015, Earthquake Engineering and Engineering Vibration.
[24] Manolis Papadrakakis,et al. Performance-based multiobjective optimum design of steel structures considering life-cycle cost , 2006 .
[25] Dan M. Frangopol,et al. Life-cycle of structural systems: recent achievements and future directions† , 2016 .
[26] Gang Li,et al. Modified-modal-pushover-based seismic optimum design for steel structures considering life-cycle cost , 2012 .
[27] Homayoon E. Estekanchi,et al. Development of hysteretic energy compatible endurance time excitations and its application , 2018, Engineering Structures.
[28] Dan M. Frangopol,et al. Resilience and Sustainability of Civil Infrastructure: Toward a Unified Approach , 2014 .
[29] Gary F. Dargush,et al. Optimal seismic design of moment‐resisting steel frames with hysteretic passive devices , 2009 .
[30] Min Liu,et al. Optimal seismic design of steel frame buildings based on life cycle cost considerations , 2003 .
[31] Homayoon E. Estekanchi,et al. Application of Endurance Time method in linear seismic analysis , 2007 .
[32] Edward Cohen,et al. Minimum Design Loads for Buildings and Other Structures , 1990 .
[33] A. Vafai,et al. Simulation of Cumulative Absolute Velocity Consistent Endurance Time Excitations , 2018, Journal of Earthquake Engineering.
[34] Manolis Papadrakakis,et al. Life-cycle cost assessment of optimally designed reinforced concrete buildings under seismic actions , 2011, Reliab. Eng. Syst. Saf..
[35] Gary C. Hart,et al. The structural design of tall and special buildings , 2005 .
[36] H. Estekanchi,et al. Predicting probabilistic distribution functions of response parameters using the endurance time method , 2018, The Structural Design of Tall and Special Buildings.
[37] Mahendra P. Singh,et al. Minimum life-cycle cost-based optimal design of yielding metallic devices for seismic loads , 2017 .
[38] Rüdiger Rackwitz,et al. Optimization and risk acceptability based on the Life Quality Index , 2002 .
[39] Homayoon E. Estekanchi,et al. Application of Endurance Time Analysis in Seismic Evaluation of an Unreinforced Masonry Monument , 2017 .
[40] Luis Ibarra,et al. Hysteretic models that incorporate strength and stiffness deterioration , 2005 .
[41] Chen Qiao-sheng,et al. A Brief Introduction of FEMA P695—Quantification of Building Seismic Performance Factors , 2013 .
[42] Homayoon E. Estekanchi,et al. A METHODOLOGY FOR VALUE BASED SEISMIC DESIGN OF STRUCTURES by the ENDURANCE TIME METHOD , 2016 .
[43] Robin K. McGuire,et al. Probabilistic seismic hazard analysis: Early history , 2008 .
[44] Shahram Pezeshk,et al. Probabilistic Seismic Loss Analysis for the Design of Steel Structures: Optimizing for Multiple-Objective Functions , 2016 .
[45] W. Iwan,et al. Improvement of Nonlinear Static Seismic Analysis Procedures , 2005 .
[46] Gian Paolo Cimellaro,et al. Seismic resilience of a hospital system , 2010 .
[47] J. A. Heintz,et al. FEMA P-58 PHASE 2 - DEVELOPMENT OF PERFORMANCE-BASED SEISMIC DESIGN CRITERIA , 2014 .
[48] J. Ou,et al. Seismic analysis and evaluation of SPSW structural systems by the ET method , 2018, Journal of Constructional Steel Research.
[49] Hui Li,et al. Application of the endurance time method to the seismic analysis and evaluation of highway bridges considering pounding effects , 2017 .
[50] Ponnam Abhilash,et al. Value Engineering Master Mind: From Concept to Value Engineering Certification , 2015 .
[51] Dan M. Frangopol,et al. Life-cycle performance, management, and optimisation of structural systems under uncertainty: accomplishments and challenges 1 , 2011, Structures and Infrastructure Systems.
[52] Homayoon E. Estekanchi,et al. Application of endurance time method in performance-based optimum design of structures , 2015 .
[53] Dan M. Frangopol,et al. Performance Indicators for Structural Systems and Infrastructure Networks , 2016 .
[54] Dimitrios Vamvatsikos,et al. Incremental dynamic analysis , 2002 .
[55] Dan M. Frangopol,et al. Bridge life-cycle performance and cost: analysis, prediction, optimisation and decision-making , 2017, Structures and Infrastructure Systems.
[56] Min Liu,et al. Life cycle cost oriented seismic design optimization of steel moment frame structures with risk-taking preference , 2004 .