Linh Cao Hoang

Civilingeniør, Ph.D.

20062013
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Publikationer 2006 2013

2013

Influence of High Axial Tension on the Shear Strength of non-shear RC Beams

Jørgensen, H. B., Hoang, L. C., Fabrin, L. S. & Maagaard, J., maj 2013, IABSE Symposium Report, IABSE Symposium, Rotterdam 2013: Assessment, Upgrading and Refurbishment of Infrastructures. International Association for Bridge and Structural Engineering, s. 155-161 7 s. (I A B S E Symposium Report, Bind 99).

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

Tests and limit analysis of loop connections between precast concrete elements loaded in tension

Jørgensen, H. B. & Hoang, L. C., jul. 2013, I : Engineering Structures. 52, s. 558-569 12 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Precast concrete
Concretes
Composite bridges
Failure modes
Plasticity
2012

Collapse mechanisms and strength prediction of reinforced concrete pile caps

Jensen, U. G. & Hoang, L. C., 2012, I : Engineering Structures. 35, s. 203-214

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Ship Collisions with Pile-supported Structures – Estimates of Strength and Ductility Requirements

Hoang, L. C. & Lützen, M., 2012, I : Structural Engineering International. 22, 2, s. 359-364 6 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

2011

Limit Analysis and Concrete Plasticity

Nielsen, M. P. & Hoang, L. C., 2011, 3. udg. Boca Raton, Florida: CRC Press. 816 s.

Publikation: Bog/antologi/afhandling/rapportBogForskning

N-V interaction in reinforced concrete elements without stirrups

Madsen, M. B., Hoang, L. C. & Maagaard, J., 2011, I : Procedia Engineering. 14, s. 2511–2518

Publikation: Bidrag til tidsskriftKonferenceartikelForskningpeer review

Punching shear tests on RC slabs with different initial crack patterns

Hoang, L. C., 2011, I : Procedia Engineering. 14, s. 1183–1189

Publikation: Bidrag til tidsskriftKonferenceartikelForskningpeer review

Shear capacity of steel and polymer fibre reinforced concrete beams

Kragh-Poulsen, J., Hoang, L. C. & Goltermann, P., 2011, I : Materials and Structures. 44, 6, s. 1079-1091

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

2010

Discussion of paper "Influence of section depth on the structural behaviour of reinforced concrete deep beams"

Hoang, L. C. & Bræstrup, M. W., 2010, I : Magazine of Concrete Research. 62, 3, s. 229-230

Publikation: Bidrag til tidsskriftKommentar/debatForskning

Discussion of the paper “Shear Strength of Reinforced Concrete Slender Beams with or without Axial Forces – A Generalized Theory”

Madsen, M. B., Hansen, S. & Hoang, L. C., 2010, I : A C I Structural Journal. 107, 5, s. 782 1 s.

Publikation: Bidrag til tidsskriftKommentar/debatForskning

Rigid Plastic Solutions for the Maximum Shear Capacity of confined RC Members

Hoang, L. C. & Jensen, U. G., 2010, I : Magazine of Concrete Research. 62, 9, s. 625-636 12 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Shear design of hollow bridge piers

Jensen, U. G. & Hoang, L. C., 2010. 6 s.

Publikation: Konferencebidrag uden forlag/tidsskriftPaperForskningpeer review

Shear strengh of reinforced concrete piers and piles with hollow circular cross section

Jensen, U. G. & Hoang, L. C., 2010, I : Structural Engineering International. 20, 3, s. 260-267 8 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Shear strength of heavily reinforced concrete members with circular cross section

Jensen, U. G., Hoang, L. C., Jørgensen, H. & Fabrin, L., 2010, I : Engineering Structures. 32, s. 617-626 10 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Utilization of triaxial stress fields in plastic shear solutions for confined RC members

Hoang, L. C. & Jensen, U. G., 21. jul. 2010. 8 s.

Publikation: Konferencebidrag uden forlag/tidsskriftPaperForskningpeer review

2009

Application of plastic theory to shear strength prediction of external prestressed concrete beams

Zhao, Y., Hoang, L. C. & Nielsen, M. P., 2009, Sustainable Infrastructure: Environment Friendly, Safe and Resource Efficient. International Association for Bridge and Structural Engineering, 8 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

PLASTIC SHEAR SOLUTIONS FOR CIRCULARRC ELEMENTS

Jensen, U. G. & Hoang, L. C., 2009, Proceedings. fib

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

Serviceability performance of material efficient concrete structures

Hoang, L. C., 2009, Sustainable Infrastructure - Environment Freindly, Safe and Resource Efficient. International Association for Bridge and Structural Engineering, Bind 96. 8 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

Shear strength prediction of circular RC members by the crack sliding model

Jensen, U. G. & Hoang, L. C., 1. nov. 2009, I : Magazine of Concrete Research. 9, 61, s. 691-703 13 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Shear Test on RC Elements with Circular Cross Section

Jensen, U. G., Hoang, L. C., Jørgensen, H., Fabrin, L. & Maagaard, J., 2009, Sustainable Infrastructure - Environment Freindly, Safe and Resource Efficient. International Association for Bridge and Structural Engineering, Bind 96.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

2008

Beam shear design according to Eurocode 2: a review of the theoretical background

Hagsten, L. G., Nielsen, M. P. & Hoang, L. C., 2008, Proceedings of the Eleventh East Asia-Pacific Conference on Structural Engineering & Construction. Yang, Y-B. & [et al.] (red.). National Taiwan University, 10 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

Modified Plasticity Approach to Punching Shear in RC Slabs

Hoang, L. C., 2008,  Proceedings of the Eleventh East Asia-Pacific Conference on Structural Engineering & Construction. National Taiwan University, 10 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

On the conceptual basis of the crack sliding model

Zhao, Y., Hoang, L. C. & Nielsen, M. P., 1. mar. 2008, I : Bygningsstatiske Meddelelser. 79, 1 & 2, s. 1-48 48 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review

Shear Design of RC elements with circular cross section

Jensen, U. G. & Hoang, L. C., 2008, Proceedings of the Eleventh East Asia-Pacific Conference on Structural Engineering & Construction. National Taiwan University, 10 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

The Crack Sliding Model: Unified Approach to Shear and Punching Shear

Hoang, L. C., 2008, Proceedings of the 17th Congress of the International Association for Bridge and Structural Engineering (IABSE). International Association for Bridge and Structural Engineering, 8 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

Upper bound calculations of shear resistance in arbitrary curved diagonal cracks

Zhao, Y., Hoang, L. C. & Nielsen, M. P., 2008, Proceedings of the Eleventh East Asia-Pacific Conference on Structural Engineering & Construction. National Taiwan University, 10 s.

Publikation: Bidrag til bog/antologi/rapport/konference-proceedingKonferencebidrag i proceedingsForskningpeer review

2007

Revner i betonbroer

Frederiksen, J. M., Hoang, L. C. & Henriksen, A., 1. feb. 2007, I : Dansk Vejtidsskrift. 84, 2, s. 8-11 4 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelFormidling

2006

Punching Shear Analysis according to the Crack Sliding Model: Slabs without shear reinforcement

Hoang, L. C., 1. sep. 2006, I : Bygningsstatiske Meddelelser. 77, 3, s. 69-133 64 s.

Publikation: Bidrag til tidsskriftTidsskriftartikelForskningpeer review