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1
Performance-Based Seismic Engineering
- Vision for an Earthquake Resilient Society
Forward
Matej Fischinger (University of Ljubljana) & Bozidar Stojadinovic (University of California, Berkeley)
The addresses of the following honorary guest might be added:
Roko Žarnić, The Minister of the Environment and Spatial Planning of RS
Toshimitsu Ishigure, The Ambassador of Japan in the Republic of Slovenia
Črtomir Remec, The President the Slovenian Chamber of Engineers
Matjaž Mikoš, The Dean of the Faculty of Civil and Structural Engineering UL.
Part I: Global Vision
Chapter Author(s)
Number
Institution(s)
Title
1
Helmut Krawinkler
Stanford University
2
3
Stephen
Mahin
Hiroshi Akiyama
4
Roko Žarnić
5
Žiga Turk
6
Saiid Saiidi
Univ. of California,
Berkeley; PEER
Prof. Emeritus
Univ. of Tokyo
Univ. of Ljubljana,
The Minister of
Environment
of RS
Univ. of Ljubljana,
Former Minister of
Development of RS
University of Nevada,
Reno
Challenges in Improving Earthquake Resilience
through Performance Based Earthquake
Engineering
Engineering Challenges on the Way to Resilient
Structures and Communities
7
Nigel Priestley
Toward the Disaster Resilience of the Slovenian
Community
Global Challenges and the Role of Construction
Earthquake-Resistant Bridges of the Future With
Advanced Materials
Developments in Codifying Direct DisplacementBased Seismic Design
Part II: New Vision after Recent Earthquakes
8
Masayoshi
Nakashima
Disaster Prevention
Research Institute
Kyoto University;
E-Defense
A Lesson from the 2011 Tohoku Earthquake The Necessity for Collaboration and Dialog: How
Natural Scientists, Engineers, Social Scientists,
Government agencies, and the General Public
Can Work Together to Mitigate Disasters
9
Eduardo Miranda
Stanford University
10
Gaetano Manfredi
and Iunio Iervolino
Ruben Boroschek
and Patricio
Bonelli
Nigel Priestley and
Ken Elwood
University of Neaples
“Federico II”
University of Chile;
Universidad Santa
María
Lessons from the Haiti Earthquake for
Performance Based Design
L'Aquila Earthquake: A Wake-Up Call For
European Research and Codes
Lessons from the Chile 2010 Earthquake for
Performance Based Design and Code
Development
Performance-Based Issues from The
Christchurch Earthquakes of 2010 and 2011
11
12
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Part III: Vision in Japan and Asia (Coordinated and edited by Masayoshi Nakashima)
13
Masayoshi
Nakashima
14
Kazuhiko
Kawashima
Koichi Kusunoki
15
16
Toshimi
Kabeyasawa
17
Takuya Nagae
18
Keh-Chyuan Tsai
19
Jui-Liang Lin
Disaster Prevention
Research Institute
Kyoto University;
E-Defense
Tokyo Institute of
Technology
Yokohama National
University
Earthquake Research
Institute
The University of
Tokyo
National Research
Institute of Earth
Science and Disaster
Prevention (NIED)
National Center for
Research on
Earthquake
Engineering, Taiwan
National Center for
Research on
Earthquake
Engineering, Taiwan
Asian view of performance-based engineering
Seismic Performance of a Bridge Column Based
on E-Defense Shake Table Excitations
Development of Building Monitoring System to
Verify the Capacity Spectrum Method
Evaluation on ultimate flexural deformability of
reinforced concrete columns with wing walls
Seismic Performance and Reinforcement of
Japanese
High-Rise
Buildings
Facing
Subduction Earthquakes: E-Defense Shake
Table Tests
Seismic Performance Evaluation of Full Scale
Buckling and Buckling-Restrained Braced
Frames Using Hybrid Experiments
Theory and Applications of the 3-DOF Modal
System for PBSE of Asymmetrical Buildings
Part IV: Vision in Europe (Coordinated and edited by Peter Fajfar)
20
22
Adnan
Ibrahimbegović
23
Michael N. Fardis
University of
Ljubljana
Boğaziçi University,
Kandilli Observatory
and Earthquake
Research Institute
Ecole Normale
Supérieure de
Cachan, LMTCachan
University of Patras
24
Paolo E. Pinto and
Paolo Franchin
University of Rome
“La Sapienza”
25
Matej Fischinger
and Tatjana
Isaković
University of
Ljubljana
26
Miha Tomaževič
Slovenian National
Building and Civil
Engineering Institute
21
Peter Fajfar and
Matjaž Dolšek
Nuray Aydınoğlu
Seismic Analysis in PBSE - A View from Europe
Performance-Based Assessment of Existing
Structures in Europe: Problems and
Perspectives
Inelastic Shear Response of RC Walls
Structures – A Challenge in Performance Based
Design and Assessment
Challenges and problems in performance-based
design of tall buildings
Performance Based Earthquake Resistant
Design: Migrating Towards Nonlinear Models
and Probabilistic Framework
Seismic vulnerability of RC buildings designed to
the EN-Eurocodes 2 and 8
Masonry Buildings, Seismic Performance, and
Eurocodes
Part V: Vision in Americas (Coordinated and edited by Jack Moehle and Andrei Reinhorn)
27
Jack Moehle
28
Jack Baker
University of
California, Berkeley
Stanford University
A Perspective on Performance-Based
Earthquake Engineering from the U.S
Ground motion selection for performance-based
engineering: Effect of target spectrum and
conditioning period
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Greg Deierlein
Stanford University
30
John Wallace
31
Ken Elwood
32
33
Andrei Reinhorn
and Gian Paolo
Cimellaro
Sergio Alcocer
University of
California Los
Angeles
University of British
Columbia
State University of
New York; Torino
Polytechnic Institute
UNAM, Mexico
34
Boza Stojadinović
University of
California, Berkeley
Consideration of Resilience of Communities in
Structural Design
Earthquake-Resilient Communities: A Look from
Mexico
Performance-Based Engineering of Resilient
Communities
Part VI: Path Forward – Conclusions and Resolution
Note: Only Chapter editors are listed as authors (other contributors will be listed in the text). Alternative
solutions are possible.
35
Matej Fischinger &
Bozidar Stojadinovic
eds.
3
Reliability Considerations in the Seismic
Capacity Design Requirements for ForceControlled Components
Reassessing ACI 318 Shear Wall Provisions
Based on Recent Earthquake and Test
Observations
Performance of retrofitted buildings
Conclusions and Resolution
Springer S+BM, Geosciences, PO BOX 17, 3300AA Dordrecht, The Netherlands