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Behavior of moment-resisting frame structures subjected to near-fault ground motions

Earthquake engineering & structural dynamics, 2004-05, Vol.33 (6), p.687-706

2004

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Strengthening of moment-resisting frame structures against near-fault ground motion effects

Earthquake engineering & structural dynamics, 2004-05, Vol.33 (6), p.707-722

2004

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Assessment of probability of collapse and design for collapse safety

Earthquake engineering & structural dynamics, 2007-10, Vol.36 (13), p.1901-1914

2007

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Pros and cons of a pushover analysis of seismic performance evaluation

Engineering structures, 1998-04, Vol.20 (4), p.452-464

1998

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Variance of collapse capacity of SDOF systems under earthquake excitations

Earthquake engineering & structural dynamics, 2011-10, Vol.40 (12), p.1299-1314

2011

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Strength demand issues relevant for the seismic design of moment-resisting frames

Earthquake spectra, 2005-05, Vol.21 (2), p.415-439

2005

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Conceptual performance-based seismic design using building-level and story-level decision support system

Earthquake engineering & structural dynamics, 2012-09, Vol.41 (11), p.1439-1453

2012

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Seismic Damage and Loss Assessment in Buildings

Earthquake engineering & structural dynamics, 2012, Vol.41 (11)

KRAWINKLER, Helmut

2012

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Hysteretic models that incorporate strength and stiffness deterioration

Earthquake engineering & structural dynamics, 2005-10, Vol.34 (12), p.1489-1511

2005

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Importance of good nonlinear analysis

The structural design of tall and special buildings, 2006-12, Vol.15 (5), p.515-531

Krawinkler, Helmut

2006

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Loss estimation of tall buildings designed for the PEER tall building initiative project

Earthquake spectra, 2015-08, Vol.31 (3), p.1309-1336

2015

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Application of simplified analysis procedures for performance-based earthquake evaluation of steel special moment frames

Earthquake spectra, 2015-11, Vol.31 (4), p.1949-1968

2015

Volltextzugriff (PDF)

Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions

The structural design of tall and special buildings, 2010, Vol.19 (1-2), p.167-181

2010

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Conceptual performance-based seismic design using building-level and story-level decision support system: Seismic Damage and Loss Assessment in Buildings

Earthquake engineering & structural dynamics, 2012, Vol.41 (11), p.1439-1453

2012

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Prediction of collapse-how realistic and practical is it, and what can we learn from it?

The structural design of tall and special buildings, 2007-12, Vol.16 (5), p.633-653

2007

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Estimation of seismic drift demands for frame structures

Earthquake engineering & structural dynamics, 2000-09, Vol.29 (9), p.1287-1305

2000

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Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses

Steel construction : design and research, 2011-08, Vol.4 (3), p.171-175

2011

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Decision support for conceptual performance-based design

Earthquake engineering & structural dynamics, 2006-01, Vol.35 (1), p.115-133

2006

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Assessment of probability of collapse and design for collapse safety: Seismic reliability analysis of structures

Earthquake engineering & structural dynamics, 2007, Vol.36 (13), p.1901-1914

2007

Volltextzugriff (PDF)

Expanded papers from an international workshop on performance-based design-concepts and implementation

Earthquake engineering & structural dynamics, 2006-01, Vol.35 (1), p.1-2

2006

Volltextzugriff (PDF)

Decision support for conceptual performance-based design

Earthquake engineering & structural dynamics, 2006-01, Vol.35 (1), p.115-133

2006

Volltextzugriff (PDF)

Hysteretic models that incorporate strength and stiffness deterioration

Earthquake engineering & structural dynamics, 2005-10, Vol.34 (12), p.1489-1511

2005

Volltextzugriff (PDF)

Masonry Strengthened with FRP Subjected to Combined Bending and Compression, Part II: Test Results and Model Predictions

Journal of composite materials, 2002-05, Vol.36 (9), p.1049-1063

2002

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Cumulative damage in steel structures subjected to earthquake ground motions

Computers & structures, 1983, Vol.16 (1), p.531-541

1983

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FRP Strengthened Masonry Beams. Part I – Model

Journal of composite materials, 2002-03, Vol.36 (5), p.521-536

2002

Volltextzugriff (PDF)

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Behavior of moment-resisting frame structures subjected to near-fault ground motions

Strengthening of moment-resisting frame structures against near-fault ground motion effects

Assessment of probability of collapse and design for collapse safety

Pros and cons of a pushover analysis of seismic performance evaluation

Variance of collapse capacity of SDOF systems under earthquake excitations

Strength demand issues relevant for the seismic design of moment-resisting frames

Conceptual performance-based seismic design using building-level and story-level decision support system

Seismic Damage and Loss Assessment in Buildings

Hysteretic models that incorporate strength and stiffness deterioration

Importance of good nonlinear analysis

Loss estimation of tall buildings designed for the PEER tall building initiative project

Application of simplified analysis procedures for performance-based earthquake evaluation of steel special moment frames

Basic concepts and performance measures in prediction of collapse of buildings under earthquake ground motions

Conceptual performance-based seismic design using building-level and story-level decision support system: Seismic Damage and Loss Assessment in Buildings

Prediction of collapse-how realistic and practical is it, and what can we learn from it?

Estimation of seismic drift demands for frame structures

Earthquake resilient steel braced frames with controlled rocking and energy dissipating fuses

Decision support for conceptual performance-based design

Assessment of probability of collapse and design for collapse safety: Seismic reliability analysis of structures

Expanded papers from an international workshop on performance-based design-concepts and implementation

Decision support for conceptual performance-based design

Hysteretic models that incorporate strength and stiffness deterioration

Masonry Strengthened with FRP Subjected to Combined Bending and Compression, Part II: Test Results and Model Predictions

Cumulative damage in steel structures subjected to earthquake ground motions

FRP Strengthened Masonry Beams. Part I – Model

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