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G. Powell (2008)
Displacement-Based Seismic Design of StructuresEarthquake Spectra, 24
J. Browning (2001)
Proportioning of Earthquake-Resistant RC Building StructuresJournal of Structural Engineering-asce, 127
YeongAe Heo, S. Kunnath (2013)
Damage-Based Seismic Performance Evaluation of Reinforced Concrete FramesInternational Journal of Concrete Structures and Materials, 7
A. Chopra, R. Goel (2001)
Direct Displacement-Based Design: Use of Inelastic vs. Elastic Design SpectraEarthquake Spectra, 17
T. Panagiotakos, M. Fardis (1999)
DEFORMATION-CONTROLLED EARTHQUAKE-RESISTANT DESIGN OF RC BUILDINGSJournal of Earthquake Engineering, 3
F. Behnamfar, Ali Hosseini-Rad, Yusef Habiby (2021)
A procedure for damage-based seismic design of moment frame structuresBulletin of Earthquake Engineering, 20
Durga Mibang, S. Choudhury (2022)
Prediction evaluation of Global damage index of RC dual system buildings by support vector regression methodInnovative Infrastructure Solutions, 7
Y. Park, A. Ang, Y. Wen (1987)
Damage-Limiting Aseismic Design of BuildingsEarthquake Spectra, 3
Mahsa Noruzvand, M. Mohebbi, K. Shakeri (2019)
Modified direct displacement‐based design approach for structures equipped with fluid viscous damperStructural Control and Health Monitoring, 27
L. Ye, G. Cheng, Z. Qu (2009)
STUDY ON ENERGY-BASED SEISMIC DESIGN METHOD AND THE APPLICATION FOR STEEL BRACED FRAME STRUCTURES
S. Mayengbam, S. Choudhury (2014)
Determination of column size for displacement‐based design of reinforced concrete frame buildingsEarthquake Engineering & Structural Dynamics, 43
(2023)
Seismic Evaluation and Retrofit of Existing Buildings
S. Malekpour, H. Ghaffarzadeh, F. Dashti (2011)
Direct Displacement Based Design of Regular Steel Moment Resisting FramesProcedia Engineering, 14
Narges Gholami, S. Garivani, Seyed Askariani (2021)
State-of-the-Art Review of Energy-Based Seismic Design MethodsArchives of Computational Methods in Engineering, 29
A. Chaudhary, S. Choudhury (2020)
Performance of RC Frame Base-Isolated Building with Geotextile as Isolator Using UPBD MethodJournal of The Institution of Engineers (India): Series A, 101
J. Pettinga, M. Priestley (2005)
DYNAMIC BEHAVIOUR OF REINFORCED CONCRETE FRAMES DESIGNED WITH DIRECT DISPLACEMENT-BASED DESIGNJournal of Earthquake Engineering, 9
Young-ji Park, A. Ang (1985)
Mechanistic Seismic Damage Model for Reinforced ConcreteJournal of Structural Engineering-asce, 111
Durga Mibang, S. Choudhury (2021)
Damage index evaluation of frame-shear wall building considering multiple demand parametersJournal of Building Pathology and Rehabilitation, 6
Manak Bhavan, Zafar Marg (2002)
CRITERIA FOR EARTHQUAKE RESISTANT DESIGN OF STRUCTURES
(1998)
The capacity spectrum method as a tool for seismic design
S. Moradpour, M. Dehestani (2019)
Optimal DDBD procedure for designing steel structures with nonlinear fluid viscous dampersStructures, 22
R. Park, T. Paulay (1975)
Reinforced Concrete Structures
M. Aschheim, E. Black (2000)
Yield Point Spectra for Seismic Design and RehabilitationEarthquake Spectra, 16
A. Manafpour (2002)
A DAMAGE-CONTROLLED FORCE-BASED SEISMIC DESIGN METHOD FOR RC FRAMES
T. Sullivan, M. Priestley, G. Calvi (2006)
DIRECT DISPLACEMENT-BASED DESIGN OF FRAME-WALL STRUCTURESJournal of Earthquake Engineering, 10
(1956)
Studies on the nonlinear vibrations of structures subjected to destructive earthquakes
T. Sullivan, A. Lago (2012)
Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampersEngineering Structures, 35
Three dimensional static and dynamic finite element analysis and design of structures
P. Debnath, S. Choudhury (2017)
NONLINEAR ANALYSIS OF SHEAR WALL IN UNIFIED PERFORMANCE BASED SEISMIC DESIGN OF BUILDINGS, 18
S. Choudhury, S. Singh (2013)
A Unified Approach to Performance-Based Design of RC Frame BuildingsJournal of The Institution of Engineers (India): Series A, 94
Payam Khashaee (2005)
Damage-based Seismic Design of StructuresEarthquake Spectra, 21
A. Mokha, M. Constantinou, A. Reinhorn, V. Zayas (1991)
Experimental Study of Friction‐Pendulum Isolation SystemJournal of Structural Engineering-asce, 117
Sourav Das, S. Choudhury (2019)
Influence of effective stiffness on the performance of RC frame buildings designed using displacement-based method and evaluation of column effective stiffness using ANNEngineering Structures
A. Goh, F. Kulhawy, C. Chua (2005)
Bayesian Neural Network Analysis of Undrained Side Resistance of Drilled ShaftsJournal of Geotechnical and Geoenvironmental Engineering, 131
G. Housner (1959)
Behavior of Structures During Earthquakes
G. Housner (1956)
Limit Design of Structures to Resist Earthquakes
P. Debnath, S. Choudhury (2015)
Effect of Unreinforced Masonry Infill on Floor Amplification and Other Parameters in Frame-Wall BuildingsMechanics Based Design of Structures and Machines, 43
S. Leelataviwat, Winai Saewon, S. Goel (2009)
Application of Energy Balance Concept in Seismic Evaluation of StructuresJournal of Structural Engineering-asce, 135
(2022)
Advances in Structural Mechanics and ApplicationsStructural Integrity
(1991)
displacement design approach for reinforced concrete structures subjected to earthquakes
M. Priestley (1993)
Myths and fallacies in earthquake engineeringBulletin of the New Zealand National Society for Earthquake Engineering, 26
S. Leelataviwat, S. Goel, B. Stojadinović (2002)
Energy-based Seismic Design of Structures using Yield Mechanism and Target DriftJournal of Structural Engineering-asce, 128
(2000)
Prestandard and Commentary for the seismic rehabilitation of buildings
SS Mayengbam, S Choudhury (2014)
Determination of column size for displacement-based design of reinforced concrete frame buildingsEarthqu Eng Struct Dyn, 43
(2020)
Thesis submitted in the Department of Civil Engineering
A. Matamoros (1999)
Study of Drift Limits for High-Strength Concrete Columns
M. Priestley, M. Kowalsky (2000)
Direct displacement-based seismic design of concrete buildingsBulletin of the New Zealand National Society for Earthquake Engineering, 33
V. Morsali, F. Behnamfar (2019)
Seismic damage-based design of steel moment framesEuropean Journal of Environmental and Civil Engineering, 25
Publisher's Note Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations
This review article provides an overview of the origin, development and applications of unified performance-based design (UPBD) method of seismic design of structures. The method is an up gradation of direct displacement-based design (DDBD). In DDBD, drift is the only design criterion. In UPBD method, both drift as well as performance level are accommodated in the design philosophy. Apart from satisfying two design criteria, the UPBD method also provides member size at the start of the design, which eliminates iterations for getting adequate member sizes. Since its inception in 2008, the method has been applied to various structures. A comprehensive review of this method is reported here. The application of the method in dual system, reinforced concrete (RC) frame buildings, bridge piers and steel frame buildings have been discussed in details. The determination of column size, effect of effective stiffness, equipment performance etc. in the domain of UPBD method have also been highlighted.
Journal of Building Pathology and Rehabilitation – Springer Journals
Published: Jun 1, 2023
Keywords: Direct displacement-based design; Dual systems; Unified performance-based design; Performance levels; IDR; Nonlinear hinges
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