| Tag |
First Indicator |
Second Indicator |
Subfields |
| LEADER |
00000cam a2200000 i 4500 |
| 001 |
in00005680899 |
| 005 |
20260205203602.9 |
| 006 |
m o d |
| 007 |
cr ||u|||||||| |
| 008 |
181122t20162012flu ob 001 0 eng|d |
| 040 |
|
|
|a AU@
|b eng
|c AU@
|e rda
|d OCLCO
|d OCLCQ
|d OCLCL
|d OCLCQ
|
| 020 |
|
|
|a 0429217048
|
| 020 |
|
|
|a 9780429217043
|
| 020 |
|
|
|a 020311941X
|
| 020 |
|
|
|a 9780203119419
|
| 035 |
|
|
|a (OCoLC)1450522516
|
| 050 |
|
4 |
|a TA684
|b .C66 2012
|
| 072 |
|
7 |
|a TEC
|x 009020
|2 bisacsh
|
| 072 |
|
7 |
|a TEC
|x 009120
|2 bisacsh
|
| 072 |
|
7 |
|a TEC
|x 063000
|2 bisacsh
|
| 072 |
|
7 |
|a TN
|2 bicscc
|
| 082 |
0 |
4 |
|a 624.1762
|
| 049 |
|
|
|a TXAM
|
| 111 |
2 |
|
|a Conference on Behaviour of Steel Structures in Seismic Areas
|n (7th :
|d 2012 :
|c Santiago, Chile)
|
| 245 |
1 |
0 |
|a Behaviour of Steel Structures in Seismic Areas :
|b STESSA 2012 /
|c edited by Federico Mazzolani and Ricardo Herrera.
|
| 250 |
|
|
|a First edition.
|
| 264 |
|
1 |
|a Boca Raton, FL :
|b CRC Press,
|c [2016].
|
| 264 |
|
4 |
|c ©2012.
|
| 300 |
|
|
|a 1 online resource (1147 p.)
|
| 336 |
|
|
|a text
|b txt
|2 rdacontent
|
| 337 |
|
|
|a computer
|b c
|2 rdamedia
|
| 338 |
|
|
|a online resource
|b cr
|2 rdacarrier
|
| 500 |
|
|
|a "A Balkema book."
|
| 500 |
|
|
|a Cyclic behavior of welded T-shapes for Double Welded T-connections.
|
| 504 |
|
|
|a Includes bibliographical references.
|
| 505 |
0 |
|
|a Front Cover; Table of contents; Preface; Organization; Acknowledgements; Keynote lectures; Recent worldwide application of seismic isolation and energy dissipation to steel and other materials structures and conditions for their correct use; Multistorey steel framed building damage from the Christchurch earthquake series of 2010/2011; Responses of tall buildings in Tokyo during the 2011 Great East Japan Earthquake; Seismic performance of steel structures during the 2010 Maule earthquake; Analytical and experimental methods; Seismic failure analysis of a composite girder bridge.
|
| 505 |
8 |
|
|a Cyclic tests of beam-upright connections in racking systems with a new hybrid procedureDevelopment of standard dynamic loading protocol for buckling-restrained braced frames; Hybrid simulation of a 2-story steel MRF retrofitted with HPFRC infill panels; Estimation of the risk amplification in steel buildings subject to seismic actions using Monte Carlo simulation; Effects of low-cycle fatigue on steel moment frames with RBS; Reliability-based seismic response transformation factors using Artificial Neural Network.
|
| 505 |
8 |
|
|a Finite element modeling of the inelastic cyclic response and fracture life of square tubular steel bracing members subjected to seismic inelastic loadingExperimental and analytical modelling of seismic behaviour of braced framed structures with ""zipper"" mechanism; Application of Endurance Time method in seismic assessment of mid-rise and high-rise steel moment and braced frames; A finite element approach for modeling bolted top-and-seat angle moment connections; Study on concentrically V-braced frames under cyclic loading.
|
| 505 |
8 |
|
|a Computer-based nonlinear analysis method for seismic performance assessment of 3D frameworksA fast incremental-iterative procedure for ultimate strength analysis and design of composite steel-concrete cross-sections; Real-time hybrid simulations of a 3-story steel frame building with magneto-rheological dampers subject to strong ground motions; Influence of friction on the constraints with degrees of freedom on the seismic behavior of steel structures; Seismic evaluation of a braced plan irregular steel structure using hybrid testing.
|
| 505 |
8 |
|
|a Seismic testing of concentrically braced frame models for the BRACED projectConnection behavior; Numerical study on welded beam-to-column joints in hybrid-steel building frames; Cyclic behavior of a new mechanical beam-to-column connection for steel structures; Beam-to-column connection for built-up column using ultra-high-strength steel; Experimental research on hysteretic behavior of non-diaphragm joint connecting cold-formed steel tube and H-shaped beam; Finite element simulation of cyclic flexural behavior for braced frame beam-column connections.
|
| 520 |
3 |
|
|a Behaviour of Steel Structures in Seismic Areas is a comprehensive overview of recent developments in the field of seismic resistant steel structures. It comprises a collection of papers presented at the seventh International Specialty Conference STESSA 2012 (Santiago, Chile, 9-11 January 2012), and includes the state-of-the-art in both theoretical and experimental research on the behaviour of steel structures in seismic areas. The book is organized in the following sections:- Performance-Based Design of Structures;- Seismic, Wind and Exceptional Load;- Material Behaviour;- Member Behaviour;- Connection Behaviour;- Global Behaviour;- Analytical and Experimental Methods;- Mixed and Composite Structures;- Passive and Active Control;- Strengthening and Repairing;- Codification;- Design, Fabrication and Practice. Behaviour of Steel Structures in Seismic Areas aims to close the gap between the results of academic research, codification and application on the one hand, and common practice on the other. This book provides a complete framework of the most recent trends in the field of steel structures in seismic areas, with particular reference to the utilisation of multi-level performance based design concepts, the analysis of factors influencing the steel structure behaviour during strong ground motions, minimizing earthquake damage, seismic retrofit, the collapse behaviour of steel structures, recent developments in advanced large-scale experimental techniques, and the utilization of large-scale seismic testing facilities. The book is a valuable resource for engineers, academia and Ph.D. students in Civil Engineering, Earthquake Engineering, Structural Engineering, Steel Construction, Steel Development, and Building Disaster Prevention.
|
| 546 |
|
|
|a English.
|
| 650 |
|
0 |
|a Structural engineering
|v Congresses.
|
| 650 |
|
0 |
|a Building, Iron and steel
|v Congresses.
|
| 650 |
|
0 |
|a Earthquake engineering
|v Congresses.
|
| 650 |
|
6 |
|a Technique de la construction
|v Congrès.
|
| 650 |
|
6 |
|a Construction métallique
|v Congrès.
|
| 650 |
|
6 |
|a Génie parasismique
|v Congrès.
|
| 655 |
|
7 |
|a Electronic books.
|2 local
|
| 700 |
1 |
|
|a Mazzolani, Federico,
|e editor.
|
| 700 |
1 |
|
|a Herrera, Ricardo,
|e editor.
|
| 710 |
2 |
|
|a Taylor & Francis.
|
| 776 |
1 |
|
|z 1322616108
|
| 776 |
1 |
|
|z 0415621054
|
| 856 |
4 |
0 |
|u http://proxy.library.tamu.edu/login?url=https://www.taylorfrancis.com/books/9780429217043
|z Connect to the full text of this electronic book
|t 0
|
| 936 |
|
|
|a BATCHLOAD
|
| 955 |
|
|
|a Taylor and Francis ENGnetBASE
|
| 994 |
|
|
|a 92
|b TXA
|
| 999 |
f |
f |
|i eb6a6bfe-49d2-4cd7-8daa-0823eda9ea6a
|s 8dc3fb23-c044-4874-bb36-27808000115d
|t 0
|
| 952 |
f |
f |
|a Texas A&M University
|b College Station
|c Electronic Resources
|s www_evans
|d Available Online
|t 0
|e TA684 .C66 2012
|h Library of Congress classification
|
| 998 |
f |
f |
|a TA684 .C66 2012
|t 0
|l Available Online
|