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Results 1 to 25 of 429

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Seismic performance of improved pile-to-wharf deck connections : EARTH, WIND, AND FIRELEHMAN, Dawn E; ROEDER, Charles; STRINGER, Stuart J et al.PCI journal. 2013, Vol 58, Num 3, pp 62-80, issn 0887-9672, 19 p.Article

Development of large-scale precast, prestressed concrete liquefied natural gas storage tanksHJORTESET, Kåre; WERNLI, Markus; LANIER, Michael W et al.PCI journal. 2013, Vol 58, Num 4, pp 40-54, issn 0887-9672, 15 p.Article

Precast concrete, steel-braced, hybrid pipe rack structuresVAQUERO, Sebastián F; CORREA, Damián R; WOLKOMIRSKI, Sergio F et al.PCI journal. 2013, Vol 58, Num 4, pp 55-67, issn 0887-9672, 13 p.Article

Effects of production practices on camber of prestressed concrete bridge girdersSTORM, Tyler K; RIZKALLA, Sami H; ZIA, Paul Z et al.PCI journal. 2013, Vol 58, Num 1, pp 96-111, issn 0887-9672, 16 p.Article

Precast concrete pavements: Technology overview and technical considerationsTAYABJI, Shiraz; DAN YE; BUCH, Neeraj et al.PCI journal. 2013, Vol 58, Num 1, pp 112-128, issn 0887-9672, 17 p.Article

AASHTO LRFD Bridge Design Specifications provisions for loss of prestressSWARTZ, Brian D; SCANLON, Andrew; SCHOKKER, Andrea J et al.PCI journal. 2012, Vol 57, Num 4, pp 108-132, issn 0887-9672, 25 p.Article

Effect of environmental conditions on field welding of precast concrete connectionsNAITO, Clay; ZIMPFER, Jason; SAUSE, Richard et al.PCI journal. 2012, Vol 57, Num 2, pp 142-161, issn 0887-9672, 20 p.Article

Effects of alkali-silica reaction and delayed ettringite formation on anchorage of prestressing strands in trapezoidal box beams with dapped endsLARSON, Nancy A; BAYRAK, Oguzhan; JIRSA, James O et al.PCI journal. 2012, Vol 57, Num 3, pp 119-131, issn 0887-9672, 13 p.Article

Rollover stability of precast, prestressed concrete bridge girders with flexible bearingsHURFF, Jonathan B; KAHN, Lawrence F.PCI journal. 2012, Vol 57, Num 4, pp 96-107, issn 0887-9672, 12 p.Article

Development of a rational design methodology for precast concrete slender spandrel beams: Part 2, analysis and design guidelinesLUCIER, Gregory; WALTER, Catrina; RIZKALLA, Sami et al.PCI journal. 2011, Vol 56, Num 4, pp 106-133, issn 0887-9672, 28 p.Article

Flexural strengthening of reinforced concrete beams using prestressed, near-surface-mounted CFRP barsEL-HACHA, Raafat; GAAFAR, Mohamed.PCI journal. 2011, Vol 56, Num 4, pp 134-151, issn 0887-9672, 18 p.Article

Use of 0.7-in.-diameter strands in pretensioned bridge girdersMORCOUS, George; HANNA, Kromel; TADROS, Maher K et al.PCI journal. 2011, Vol 56, Num 4, pp 65-82, issn 0887-9672, 18 p.Article

Erecting long, vertical precast concrete members with one crane and two operating linesLOGAN, Donald R.PCI journal. 2010, Vol 55, Num 1, pp 118-136, issn 0887-9672, 19 p.Article

Making sense of minimum flexural reinforcement requirements for reinforced concrete members : DESIGNSEGUIRANT, Stephen J; BRICE, Richard; KHALEGHI, Bijan et al.PCI journal. 2010, Vol 55, Num 3, pp 64-85, issn 0887-9672, 22 p.Article

Precast concrete building system components for the Westin Resort Hotel, part 1: Experimental validationHANLON, John; DOLAN, Charles W; FIGURSKI, David et al.PCI journal. 2009, Vol 54, Num 2, pp 84-96, issn 0887-9672, 13 p.Article

Plan for the worst, hope for the bestSTRAIN, Mike.PCI journal. 2009, Vol 54, Num 3, pp 156-159, issn 0887-9672, 4 p.Article

Fifth Street Pedestrian Plaza Bridge Becomes Landmark at Georgia TechMCCRAVEN, Sue.PCI journal. 2008, Vol 53, Num 1, pp 58-82, issn 0887-9672, 25 p.Article

Overview and applications of precast, prestressed concrete adjacent box-beam bridges in South KoreaKIM, Jang-Ho Jay; JIN WON NAM; HO JIN KIM et al.PCI journal. 2008, Vol 53, Num 4, pp 83-107, issn 0887-9672, 25 p.Article

Riverside High School: One of the first schools in the United States to be LEED certified : Service life & durabilityNASSER, George D.PCI journal. 2008, Vol 53, Num 1, pp 144-152, issn 0887-9672, 9 p.Article

Simplified shear provisions of the AASHTO LRFD Bridge Design SpecificationsKUCHMA, Daniel A; HAWKINS, Neil M; KIM, Sang-Ho et al.PCI journal. 2008, Vol 53, Num 3, pp 53-73, issn 0887-9672, 21 p.Article

Behavior and design of high-strength prestressed concrete girdersWONCHANG CHOI; RIZKALLA, Sami; ZIA, Paul et al.PCI journal. 2008, Vol 53, Num 5, pp 54-69, issn 0887-9672, 16 p.Article

Curved, precast, pretensioned concrete I-girder bridges : BridgesAMORN, Wilast; TUAN, Christopher Y; TADROS, Maher K et al.PCI journal. 2008, Vol 53, Num 6, pp 48-66, issn 0887-9672, 19 p.Article

A case for increasing the allowable compressive release stress for prestressed concreteDOLAN, Charles W; KROHN, Jason J.PCI journal. 2007, Vol 52, Num 1, pp 102-105, issn 0887-9672, 4 p.Article

Effect of post-tensioning steel anchorage location on seismic performance of exterior beam-to-column joints for precast, prestressed concrete membersNISHIYAMA, Minehiro; YUE WEI.PCI journal. 2007, Vol 52, Num 2, pp 18-30, issn 0887-9672, 13 p.Article

West Virginia air traffic control tower Martinsburg, West VirginiaPCI journal. 2007, Vol 52, Num 1, pp 136-139, issn 0887-9672, 4 p.Article

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