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Results 1 to 25 of 136044

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Earthquake physical damage and functional serviceability of lifeline network models = Endommagement matériel par un séisme et efficacité opérationnelle de modèles de réseauxKAWAKAMI, H.Earthquake engineering & structural dynamics. 1990, Vol 19, Num 8, pp 1153-1165, issn 0098-8847, 13 p.Article

Reliability of beams according to Eurocodes in serviceability limit stateHONFI, D; MARTENSSON, A; THELANDERSSON, S et al.Engineering structures. 2012, Vol 35, pp 48-54, issn 0141-0296, 7 p.Article

Normalized truncated Levy walk applied to flexible pavement performanceMARIANI, Maria Cristina; BIANCHINI, Alessandra; BANDINI, Paola et al.Transportation research. Part C, Emerging technologies. 2012, Vol 24, pp 1-8, issn 0968-090X, 8 p.Article

Serviceability considerations for guideways and bridges = Considérations sur l'état de service des ponts et voies surélevéesNOWAK, A. S; GROUNI, H. N.Canadian journal of civil engineering (Print). 1988, Vol 15, Num 4, pp 534-538, issn 0315-1468Article

Reliability-availability-serviceability characteristics of a compressed-memory systemJIM CHEN; HAR, David; MAK, Ken et al.International conference on dependable systems and networks. 2000, pp 163-168, isbn 0-7695-0707-7Conference Paper

Effects of variable transformations on errors in FORM resultsQUAN QIN; DAOJIN LIN; GANG MEI et al.Reliability engineering & systems safety. 2006, Vol 91, Num 1, pp 112-118, issn 0951-8320, 7 p.Article

IN-SERVICE REPAIR OF MAIN PIPELINES BY WELDINGMAKHNENKO, V. I; BUT, V. S; OLEINIK, O. I et al.Strength of materials. 2009, Vol 41, Num 5, pp 516-526, issn 0039-2316, 11 p.Conference Paper

Characterization of Model Uncertainty in the Static Pile Design FormulaDITHINDE, M; PHOON, K. K; DE WET, M et al.Journal of geotechnical and geoenvironmental engineering. 2011, Vol 137, Num 1, pp 70-85, issn 1090-0241, 16 p.Article

Effective area in tension stiffening of reinforced concrete piles subjected to flexure according to Eurocode 2CARBONELL-MARQUEZ, Juan F; GIL-MARTIN, Luisa M; FERNANDEZ-RUIZ, M. Alejandro et al.Engineering structures. 2014, Vol 76, pp 62-74, issn 0141-0296, 13 p.Article

Serviceability and Damage Scenario in Irregular RC Structures: Post-Earthquake Observations and Modeling PredictionsCECI, Alfredo Maria; GATTULLI, Vincenzo; POTENZA, Francesco et al.Journal of performance of constructed facilities. 2013, Vol 27, Num 1, pp 98-115, issn 0887-3828, 18 p.Article

Effects of shrinkage on the long-term stresses and deformations of composite concrete slabsGILBERT, R. I; BRADFORD, M. A; GHOLAMHOSEINI, A et al.Engineering structures. 2012, Vol 40, pp 9-19, issn 0141-0296, 11 p.Article

An unconventional restraining system for limiting the seismic movements of isolated bridgesMITOULIS, Stergios A; TEGOS, Ioannis A.Engineering structures. 2010, Vol 32, Num 4, pp 1100-1112, issn 0141-0296, 13 p.Article

An unconventional earthquake resistant abutment with transversely directed R/C wallsTEGOU, Sevasti D; MITOULIS, Stergios A; TEGOS, Ioannis A et al.Engineering structures. 2010, Vol 32, Num 11, pp 3801-3816, issn 0141-0296, 16 p.Article

Effects of false floors on vibration serviceability of building floors. I: Modal propertiesREYNOLDS, P; PAVIC, A.Journal of performance of constructed facilities. 2003, Vol 17, Num 2, pp 75-86, issn 0887-3828, 12 p.Article

Parametric modelling of the dynamic behaviour of a steel-concrete composite floorDA SILVA, José G. S; DE ANDRADE, Sebastião A. L; LOPES, Elvis D. C et al.Engineering structures. 2014, Vol 75, pp 327-339, issn 0141-0296, 13 p.Article

Continuous dynamic monitoring of a lively footbridge for serviceability assessment and damage detectionHU, Wei-Hua; MOUTINHO, Carlos; CAETANO, Elsa et al.Mechanical systems and signal processing. 2012, Vol 33, pp 38-55, issn 0888-3270, 18 p.Article

Vibration Studies of a Cantilevered Structure Subjected to Human Activities Using a Remote Monitoring SystemSETAREH, Mehdi.Journal of performance of constructed facilities. 2011, Vol 25, Num 2, pp 87-97, issn 0887-3828, 11 p.Article

Optimization of bridge maintenance strategies based on multiple limit states and monitoringORCESI, André D; FRANGOPOL, Dan M; KIM, Sunyong et al.Engineering structures. 2010, Vol 32, Num 3, pp 627-640, issn 0141-0296, 14 p.Article

Human Jumping and Bobbing Forces on Flexible Structures : Effect of Structural PropertiesHARRISON, R. E; YAO, S; WRIGHT, J. R et al.Journal of engineering mechanics. 2008, Vol 134, Num 8, pp 663-675, issn 0733-9399, 13 p.Article

Procedures for vibration serviceability assessment of high-frequency floorsBROWNJOHN, J. M. W; MIDDLETON, C. J.Engineering structures. 2008, Vol 30, Num 6, pp 1548-1559, issn 0141-0296, 12 p.Article

US Grant Bridge Replacement : Structures in North AmericaKUMARASENA, Sena; MCCABE, Ray.Structural engineering international. 2008, Vol 18, Num 1, pp 56-61, issn 1016-8664, 6 p.Article

In-Situ Evaluation of Two Concrete Slab Systems. II: Evaluation Criteria and OutcomesZIEHL, Paul H; GALATI, Nestore; NANNI, Antonio et al.Journal of performance of constructed facilities. 2008, Vol 22, Num 4, pp 217-227, issn 0887-3828, 11 p.Article

Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitationBROWNJOHN, J. M. W; PAVIC, A.Engineering structures. 2007, Vol 29, Num 11, pp 2833-2843, issn 0141-0296, 11 p.Article

Stiffness of dowel-type timber connections under pre-yield oscillating loadsREYNOLDS, Thomas; HARRIS, Richard; CHANG, Wen-Shao et al.Engineering structures. 2014, Vol 65, pp 21-29, issn 0141-0296, 9 p.Article

Structural safety and serviceability evaluations of prestressed concrete hybrid bridge girders with corrugated or steel truss web membersJUNG, Kwang-Hoe; YI, Jong-Won; KIM, Jang-Ho Jay et al.Engineering structures. 2010, Vol 32, Num 12, pp 3866-3878, issn 0141-0296, 13 p.Article

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