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IMPORTANT NOTICE: You may use this software for evaluation purposes only.
If you like it, it is strongly suggested you buy it to support the developers.
By any means you may not use this software to make money or use it for commercial purpose.
1. The Relation of Analysis to Structural Design.
2. The Column Analogy.
3. Analysis of Continuous Frames by Distributing Fixed-End Moments.
4. Essays
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Japan Association for Earthquake Engineering, Architectural Institute of Japan, Japan Society of Civil Engineers, Japanese Geotechnical Society, Japan Society for Mechanical Engineers, and Seismological Society of Japan are organizing a conference called: “One Year after 2011 Great East Japan Earthquake – International Symposium on Engineering Lessons Learned from the Giant Earthquake“ that will be held on March 3-4, 2012 in Tokyo, Japan.
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# Full title: Support under Portland cement concrete pavements
# Author(s): Michael I Darter; Kathleen T Hall; Chen-Ming Kuo
# Publisher: Washington, D.C. : National Academy Press, 1995
# Language: e.g. English
# ISBN-10: 0309053730
# ISBN-13: 9780309053730
This book presents the current design practice of diaphragm walls, with an emphasis on the most effective techniques. It provides an overview of various approaches to diaphragm wall design and presents several successful techniques used in Bostonıııs Central Artery/Third Harbor Tunnel (CA/T) Project. The CA/T Project, a massive civil engineering effort, employed more than three million square feet of diaphragm walls. Prepared by SEI/ASCE Technical Committee on Performance of Structures During Construction, this report focuses attention on the importance of techniques that take soil-structure interactions into consideration. In addition, the Committeeıııs goal is to encourage research and development in the area of soil-structure interaction by encouraging dialogue, coordination, and cooperation between the geotechnical and structural engineering professions.
Performance-Based Seismic Design Concepts and Implementation
Author: Peter Fajfar , Helmut Krawinkler | Size: 14 MB | Format:PDF | Quality:Original preprint | Publisher: Pacific Earthquake Engineering Research Center , University of California, Berkeley | Year: 2004 | pages: 550 | ISBN: 0976206005
CONTENTS
Table of Contents.........................................................................................................iii
Preface ........................................................................................................................vii
List of Participants .......................................................................................................ix
Resolutions...................................................................................................................xi
Conclusions and Recommendations...........................................................................xiii
A EUROPEAN PERSPECTIVE TO PERFORMANCE-BASED SEISMIC
DESIGN, ASSESSMENT AND RETROFITTING
M. N. Fardis..................................................................................................................1
OVERVIEW OF A COMPREHENSIVE FRAMEWORK FOR EARTHQUAKE
PERFORMANCE ASSESSMENT
G. G. Deierlein............................................................................................................15
AN OUTLINE OF AIJ GUIDELINES FOR PERFORMANCE EVALUATION OF
EARTHQUAKE RESISTANT REINFORCED CONCRETE BUILDINGS
T. Kabeyasawa............................................................................................................27
HAZARD, GROUND MOTIONS, AND PROBABILISTIC ASSESSMENTS
FOR PBSD
A. Cornell....................................................................................................................39
POST-EARTHQUAKE FUNCTION OF HIGHWAY OVERPASS BRIDGES
K. Mackie, B. Stojadinović..........................................................................................53
MODELING CONSIDERATIONS IN PROBABILISTIC PERFORMANCE
BASED SEISMIC EVALUATION OF HIGHWAY BRIDGES
S. K. Kunnath, L. I. Larson .........................................................................................65
AN ANALYSIS ON THE SEISMIC PERFORMANCE LEVELS OF BRIDGES
K. Kawashima.............................................................................................................77
DEVELOPMENT OF NEXT-GENERATION PERFORMANCE-BASED
SEISMIC DESIGN GUIDELINES
R. O. Hamburger.........................................................................................................89
APPLICATIONS OF PERFORMANCE-BASED ENGINEERING TO RISK
MANAGEMENT DECISIONS
C. D. Comartin..........................................................................................................101
CHANGING THE PARADIGM FOR PERFORMANCE BASED DESIGN
M. Astrella, A. Whittaker ..........................................................................................113
THE ATC-58 PROJECT PLAN FOR NONSTRUCTURAL COMPONENTS
R. E. Bachman...........................................................................................................125
SIMPLIFIED PBEE TO ESTIMATE ECONOMIC SEISMIC RISK FOR
BUILDINGS
K. A. Porter, J. L. Beck .............................................................................................137
ASSESSMENT OF SEISMIC PERFORMANCE IN TERMS OF ECONOMIC
LOSSES
E. Miranda, H. Aslani, S. Taghavi ............................................................................149
SEISMIC RESILIENCE OF COMMUNITIES — CONCEPTUALIZATION AND
OPERATIONALIZATION
M. Bruneau, A. Reinhorn ..........................................................................................161
PERFORMANCE AND DISPLACEMENT-BASED EARTHQUAKE LOSS
ESTIMATION OF URBAN AREAS
R. Pinho ....................................................................................................................173
PARAMETERIZED VULNERABILITY FUNCTIONS FOR AS-BUILT AND
RETROFITTED STRUCTURES
S-H. Jeong, A. S. Elnashai ........................................................................................185
SEISMIC FRAGILITY OF SMALL EQUIPMENT AND CONTENTS
T. C. Hutchinson, S. R. Chaudhuri............................................................................197
TOOLS TO ENABLE PREDICTION OF THE ECONOMIC IMPACT OF
EARTHQUAKE DAMAGE IN OLDER RC BEAM-COLUMN JOINTS
C. A. Pagni, L. N. Lowes...........................................................................................209
SEISMIC FRAGILITY ANALYSIS OF STRUCTURAL SYSTEMS
P. E. Pinto, P. Franchin, A. Lupoi, G. Lupoi ............................................................221
SOME DEVELOPMENTS ON PERFORMANCE BASED SEISMIC DESIGN OF
MASONRY STRUCTURES
S. M. Alcocer, J. G. Arias, L .E. Flores.....................................................................233
DISPLACEMENT BASED SEISMIC DESIGN AND PERFORMANCE
EVALUATION TESTS OF A FULL-SCALE BRB COMPOSITE FRAME
K. C. Tsai, Y. T. Weng, M. L. Lin, C. H. Chen, P. C. Hsiao......................................245
REAL-TIME DYNAMIC HYBRID TESTING OF STRUCTURAL SYSTEMS
A. Reinhorn, M. V. Sivaselvan, Z. Liang, X. Shao.....................................................259
ROLES OF LARGE-SCALE TEST FOR ASSESSMENT OF SEISMIC
PERFORMANCE
M. Nakashima, T. Matsumiya, D. Liu, K. Suita.........................................................269
FULL-SCALE LABORATORY TESTING: STRATEGIES AND PROCEDURES
TO MEET THE NEEDS OF PBEE
A. Pinto, P. Negro, F. Taucer ...................................................................................281
PERFORMANCE BASED ASSESSMENT — FROM GENERAL
METHODOLOGIES TO SPECIFIC IMPLEMENTATIONS
M. Fischinger, D. Beg, T. Isaković, M. Tomaževič, R. Žarnić ..................................293
ON GROUND MOTION DURATION AND ENGINEERING DEMAND
PARAMETERS
E. Cosenza, I. Iervolino, G. Manfredi .......................................................................309
ON DRIFT LIMITS ASSOCIATED WITH DIFFERENT DAMAGE LEVELS
A. Ghobarah..............................................................................................................321
MODAL PUSHOVER ANALYSIS: SYMMETRIC- AND UNSYMMETRICPLAN
BUILDINGS
A. K. Chopra, R. K. Goel ..........................................................................................333
AN IMPROVED PUSHOVER PROCEDURE FOR ENGINEERING PRACTICE:
INCREMENTAL RESPONSE SPECTRUM ANALYSIS (IRSA)
M. N. Aydinoğlu ........................................................................................................345
EXTENSIONS OF THE N2 METHOD — ASYMMETRIC BUILDINGS,
INFILLED FRAMES AND INCREMENTAL N2
P. Fajfar, M. Dolšek, D. Marušić, I. Peruš...............................................................357
HORIZONTALLY IRREGULAR STRUCTURES: SOME RECENT
DEVELOPMENTS
A. Rutenberg, W. K. Tso............................................................................................369
EFFECTIVE PERIODS OF HIGHLY NONLINEAR STRUCTURES
H. Akiyama................................................................................................................385
BUILDING VULNERABILITY ASSESSMENT USING PUSHOVER
METHODS — A TURKISH CASE STUDY
E. Booth, R. Spence, J. Bird ......................................................................................397
RELIABILITY OF MULTISTORY BRICK BUILDINGS AT DIFFERENT
PERFORMANCE LEVELS
L. Zhang, J. Jiang, J. Liu ..........................................................................................409
EVALUATION OF INELASTIC DISPLACEMENTS IN DETERIORATING
SYSTEMS USING AN ENERGY-BASED APPROACH
H. Sucuoğlu, A. Erberik ............................................................................................421
REINFORCED CONCRETE STRUCTURAL WALLS AS SOLUTION TO
RETROFIT A R/C FRAME BUILDING
P. Bonelli, R. Boroschek ...........................................................................................433
PERFORMANCE-BASED SEISMIC ASSESSMENT OF TWO PRECAST
CONCRETE HYBRID FRAME BUILDINGS
S. Sritharan, A. Rahman............................................................................................445
NEW MODEL FOR PERFORMANCE BASED DESIGN OF RC KNEE JOINT
H. Shiohara, Y. Shin..................................................................................................457
EARTHQUAKE ACTIONS IN SEISMIC CODES: CAN CURRENT
APPROACHES MEET THE NEEDS OF PBSD?
J. J. Bommer .............................................................................................................469
A PRAGMATIC APPROACH FOR PERFORMANCE-BASED SEISMIC
DESIGN
M. Aschheim..............................................................................................................481
EXAMINATION OF THE EQUIVALENT VISCOUS DAMPING APPROACH
H. Dwairi, M. Kowalsky............................................................................................493
CONTRASTING PERFORMANCE-BASED DESIGN WITH PERFORMANCE
ASSESSMENT
H. Krawinkler, F. Zareian, R. A. Medina, L. Ibarra .................................................505
THE PERFORMANCE REQUIREMENTS IN JAPANESE BUILDING CODE
S. Otani .....................................................................................................................517
Author Index .............................................................................................................529
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Steel Tips: Design of Special Concentric Braced Frames (2004)
Author: Michael L. Cochran and William C. Honeck | Size: - MB | Format:PDF | Quality:Unspecified | Publisher: Structural Steel Educational Council | Year: 2004
This document is very helpful in regard of large span steel structures, where most of the connections are of the subject type.
Connections are among the most essential parts in precast structures. Their performance relates to
the structural limit states, as well as to manufacture, erection and maintenance of the structure itself.
Proper design of connections is one major key to a successful prefabrication.
The literature on this matter mostly illustrates classical solutions, often well known, but an
explanation of a general design philosophy for the design of connections was necessary. In fact, the
engineer, confronted with particular problems in his daily practice, does not always have the
theoretical basis to find the most appropriate solutions.
Aiming at filling this gap, Commission 6 “Prefabrication” formed a Task Group – TG 6.2 – who
finally drafted this Guide to Good Practice. Its philosophy focuses on the knowledge of the behaviour
of a whole structure, of the mechanisms and paths of force transfer within the connections and of their
interaction with the structural members. Indeed, such knowledge is the base for assessing the safety
and reliability of usual types of connections and to develop innovative design.
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