Probabilistic model for failure initiation of reinforced concrete interior beam–column connections subjected to seismic loading (English)
- New search for: Mitra, N.
- New search for: Mitra, S.
- New search for: Lowes, L. N.
- New search for: Mitra, N.
- New search for: Mitra, S.
- New search for: Lowes, L. N.
In:
ENGINEERING STRUCTURES
;
33
, 1
;
154-162
;
2011
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ISSN:
- Article (Journal) / Print
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Title:Probabilistic model for failure initiation of reinforced concrete interior beam–column connections subjected to seismic loading
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Contributors:
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Published in:ENGINEERING STRUCTURES ; 33, 1 ; 154-162
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Publisher:
- New search for: Elsevier Science B.V., Amsterdam.
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Publication date:2011-01-01
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Size:9 pages
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ISSN:
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Type of media:Article (Journal)
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Type of material:Print
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Language:English
- New search for: 624.1
- Further information on Dewey Decimal Classification
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Classification:
DDC: 624.1 -
Source:
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Table of contents – Volume 33, Issue 1
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
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Design and shape optimization of a new type of hollow concrete masonry block using the finite element methoddel Coz Díaz, J.J. / García Nieto, P.J. / Álvarez Rabanal, F.P. / Lozano Martínez-Luengas, A. et al. | 2010
- 10
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Measurement of the dynamic displacements and of the modal frequencies of a short-span pedestrian bridge using GPS and an accelerometerMoschas, Fanis / Stiros, Stathis et al. | 2010
- 18
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Strain gradient effects on flexural strength design of normal-strength concrete columnsHo, J.C.M. / Peng, J. et al. | 2010
- 32
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Disproportionate collapse performance of partially restrained steel frames with bolted T-stub connectionsXu, Guoqing / Ellingwood, Bruce R. et al. | 2010
- 44
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Comparison of fatigue performances of gapped and partially overlapped CHS -jointsLee, C.K. et al. | 2011
- 44
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Comparison of fatigue performances of gapped and partially overlapped CHS -jointsLee, C.K. / Chiew, S.P. / Lie, S.T. / Sopha, T. et al. | 2010
- 53
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Tests on reinforced concrete beams strengthened in shear using near surface mounted CFRP and steel barsRahal, Khaldoun N. / Rumaih, Hatem A. et al. | 2010
- 63
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Tests and models for engineered wood product connections using small steel tube fastenersMurty, Bona / Asiz, Andi / Smith, Ian et al. | 2010
- 69
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Performance of toe-nail connections under realistic wind loadingMorrison, Murray J. / Kopp, Gregory A. et al. | 2010
- 77
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Evaluation of buckling-restrained braced frame seismic performance considering reserve strengthAriyaratana, Christopher / Fahnestock, Larry A. et al. | 2010
- 90
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A method to assess peak storm wind speeds using detailed damage surveysKopp, Gregory A. / Morrison, Murray J. / Kordi, Bahareh / Miller, Craig et al. | 2010
- 99
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Influence of variations in concrete material properties on the serviceability of reinforced and prestressed concrete flexural membersVincent, T. / Ozbakkaloglu, T. / Seracino, R. / Kaggwa, W. et al. | 2010
- 107
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The composite effect of steel fibres and stirrups on the shear behaviour of beams using self-consolidating concreteDing, Yining / You, Zhiguo / Jalali, Said et al. | 2010
- 118
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Accurate time-dependent analysis of concrete bridges considering concrete creep, concrete shrinkage and cable relaxationAu, Francis T.K. / Si, X.T. et al. | 2010
- 127
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The complex variable element-free Galerkin (CVEFG) method for elasto-plasticity problemsPeng, Miaojuan / Li, Dongming / Cheng, Yumin et al. | 2010
- 136
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Aggregate interlock in lightweight concrete continuous deep beamsYang, Keun-Hyeok / Ashour, Ashraf F. et al. | 2010
- 146
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Variation of structural vibration characteristics versus non-uniform temperature distributionXia, Yong / Xu, You-Lin / Wei, Ze-Long / Zhu, Hong-Ping / Zhou, Xiao-Qing et al. | 2010
- 154
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Probabilistic model for failure initiation of reinforced concrete interior beam–column connections subjected to seismic loadingMitra, Nilanjan / Mitra, Sudeshna / Lowes, Laura N. et al. | 2010
- 163
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A fuzzy inference-based approach for building damage risk assessment on mining terrainsMalinowska, A. et al. | 2010
- 171
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Defect distribution and reliability assessment of wind turbine bladesToft, Henrik Stensgaard / Branner, Kim / Berring, Peter / Sørensen, John Dalsgaard et al. | 2010
- 181
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Advanced dynamic finite element analysis of a skew steel railway bridgeKaliyaperumal, G. / Imam, B. / Righiniotis, T. et al. | 2010
- 191
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Analytical evaluation of essential facilities fragility curves by using a stochastic approachMarano, Giuseppe Carlo / Greco, Rita / Morrone, Emiliano et al. | 2010
- 202
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Fatigue assessment of highway steel bridges in presence of seismic loadingPipinato, A. / Pellegrino, C. / Modena, C. et al. | 2010
- 210
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Modelling and analysis of time-dependent behaviour of historical masonry under high stress levelsVerstrynge, E. / Schueremans, L. / Van Gemert, D. / Hendriks, M.A.N. et al. | 2010
- 218
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Probabilistic seismic demand analysis of a slender RC shear wall considering soil–structure interaction effectsTang, Yuchuan / Zhang, Jian et al. | 2010
- 230
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Seismic behavior of code designed steel plate shear wallsBerman, Jeffrey W. et al. | 2010
- 245
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Performance of axially restrained concrete encased steel composite columns at elevated temperaturesYoung, Ben / Ellobody, Ehab et al. | 2010
- 255
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Coupling of smoothed particle hydrodynamics and finite element method for impact dynamics simulationZhang, Zhichun / Qiang, Hongfu / Gao, Weiran et al. | 2010
- 265
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Refined Mindlin–Reissner theory of forced vibrations of shear deformable platesBatista, Milan et al. | 2010
- I
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Calendar| 2010
- IFC
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Editorial Board| 2010