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SKB P1305 ACI Materials Journal 94, 435–443. Holmén J G, Stigsson M, 2001. av T Degerman · 1981 · Citerat av 3 — Design of Concrete Structures with Probabilistic Methods. Abstract.
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MS No. S-2010-338.R2 received October 2, 2011, and reviewed under Institute ACI Structural Journal/September-October 2012 665 Title no. 109-S58 ACI STRUCTURAL JOURNAL TECHNICAL PAPER ACI Structural Journal, V. 109, No. 5, September-October 2012. MS No. S-2010-366.R2 received September 13, 2011, and reviewed under Institute ACI Structural Journal/March-April 2016 275 ACI STRUCTURAL JOURNAL TECHNICAL PAPER In this paper, a rational analysis procedure is presented for modeling the shear behavior of steel fiber-reinforced concrete (SFRC) elements. In the development of the analysis procedure, the Disturbed Stress Field Model (DSFM), based on the Modified 2 ACI Structural Journal/July-August 2008 The dimensions adopted for the column cross section and height were 0.20 x 0.20 m2 (0.656 x 0.656 ft2) and 1.35 m (4.43 ft), respectively.
88 ACI Structural Journal/January-February 2008 methods. Results from the cyclic lateral load test showed that the retrofitted columns reached their design strength and had good shear strength and ductility.
Inspection and monitoring of bridges in Sweden
Fibre Reinforced Concrete: From Design to Structural Applications. Proceedings of the ACI-fib-RILEM Plizzari (Aug 2006) “Steel Fiber Concrete Slabs on Ground: A Structural Matter”, ACI Structural Journal, Title no 103–S58, Volume 103, No 4, July-August 2006, Finally, the effect of AAR on the structural behavior of two dams and a reinforced concrete structure is presented. Keywords: alkali-aggregate reaction; dams; stress ACI MATERIALS JOURNAL.
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104, n. 4, p. 412 – 419, July 2007.
Lecanosticta acicola on non-native Pinus mugo in southern Sweden. FOREST PATHOLOGY 49: SCANDINAVIAN JOURNAL OF FOREST RESEARCH 34: 126-132. Farooq, T.H., Tigabu structure in a China fir plantation. JOURNAL OF
Ma, H., Li, Z. A Multi-Aggregate Approach For Modeling The Interfacial Transition Zone In Concrete. ACI Materials Journal.
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In the case of Fig. 1, however, no SIF data are available and approximate ACI STRUCTURAL JOURNAL Vol. 107 - 2010 SPIS TREŚCI nr 1 3 Experimental Study of Reinforced Concrete Bridge Columns Subjected to Near-Fault Ground Motions / Hoon Choi, M. Saiid Saiidi, Paul Somerville, Saad EI-Azazy 13 Fatigue Evaluation for Reinforced Concrete Box Culverts / Many Maximos, Ece Erdogmus, Maher K. Tadros 538 ACI Structural Journal/July-August 2004 (1) where L = M/V = member shear span; d b = longitudinal bar diameter; and f y = longitudinal bar yield stress. The two parameters d b and f y are combined to describe the strain penetration length L sp.Equation (1) is typically applied in conjunction with ultimate curvatures that are limited ACI Structural Journal/November-December 2008 687 move closer to the overall mean for all the intervals, until uniformity of each influencing parameter through all the intervals is optimally approached . The filtering has led to the data plots with minimized bias shown in Fig. 2(c) to (f).
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Yamasakl, R S, Journal of Paint 1echnology, 43(555), (1971)75-83. 4. Yamasaki. Concrete International (ACI) , Design & Construction,. Vol. 9, No. Canadian Journal of Fisheries and Aquatic Sciences.