December 2017 V13 – N2
N. Brenkus, H.R. Hamilton, and W. Potter,
“Flexural Strength and Hinge Behavior of Internally Post-Tensioned
Members with Mixed Bonded and Unbonded Tendons”
F. Aalami, “55 Hudson Yards”
L. Haixue, “Grouted Post-Tensioning Tendon
Evaluation”
D. Illingworth, “Conversion of
Post-Tensioned Slab-on-Ground to Pile-Supported Structural
Foundation”
R. Leistikow, “Stressing the Quality of
Unbonded Post-Tensioned Single-Strand System Installations”
S. Munuswamy and E. Search, “Alternative
Solution Using Post- Tensioning for Change-in-Use of Existing
Building”
T. Naso, “A Stitch in Time Saves Nine: A PT
Repair Case Study”
J.L. Quintana, “Sail Bridges Versus
Cable-Stayed Bridges”
August 2017 V13 – N1
2017 Project of the Year: The Ritz-Carlton
Residences Waikiki Beach, Phase 1
R. Price, “The Value of Being and Active PTI
Member”
December 2016 V12 – N1
P. Esselinck and D. Carreira, “Analysis of
Shortening of Post-Tensioned Slabs”
K. Ushijima, T. Enomoto, N. Kose, and Y.
Yamamoto, “Field Application of Carbon Fiber Composite Cable
Post-Tensioning System”
D. Chalaire, “Concrete Slab Edge Repairs
with PT Anchors”
M. Maingot, “1601 Vine, Los Angeles CA”
S. Munuswamy, “ Post-Tensioning – Codes vs.
Practice – A Need for Trained Engineering Professionals”
F. Malits, “Building Information Modeling in
2017 and Beyond: A Design Engineer’s Perspective”
A. Baxi, “Building Information Modeling:
From Contractor’s Perspective”
December 2015 V11 – N2
B. Aalami, “Post-Tensioning in
Ground-Supported Slabs”
Case Study – Circa
Case Study – Lincoln Square Expansion
August 2015 V11 – N1
J.K. Yoon and T. Kang,
“Lateral-Force-Resisting Behavior of Outrigger Will with Post-Tensioned
Slabs”
A. Randell, M. Aguirre, and H.R. Hamilton
III, “Effects of Low Reactivity Fillers on the Performance of
Post-Tensioning Grout”
J. Fernandez, “Effects of Marine Environment
on Ungrouted and Stressed Strands in Ducts”
H. Tazir, H. Najm, and D. Griffith, “Repair
and Replacement of Partially Grouted Embedded External Tendons”
C. Holle, D. Van Landuyt, and Z. Xia,
“Post-Tensioning System of the West 7th Street Bridge Precast Network
Arches”
M. Sprinkel, “VDOT Experience with Grouts
and Grouted Post-Tensioning Tendons”
C. Fulton and S. Trépanier, “Dispelling the
Myth about Unbonded Post-Tensioned Buildings”
L. Krauser, “Challenges for the
Post-Tensioning Industry”
K. Bondy, “The New ACI Standard
Specification for Unbonded Tendons”
August 2014 V10 – N1
A. Backell and T. Kang, “Potential LEED
Considerations for Post-Tensioned Concrete Structures”
C. Hayek, R. Muzanar, “St. Rafca Cathedral:
Concave Beams Spanning 100 Feet”
D. Whitmore, G. Fallis, H. Liao, S.
Strombeck, I. Lasa “Tendon Impregnation Technology Mitigates Corrosion
and Protects Post-Tensioned Tendons”
N. Khosa, “Unbonded Post-Tensioning in
Infrastructure - Buford Avenue Pavement Reconstruction”
F. Albino de Souza, “Design of
Post-Tensioned Slabs-on-Ground in the Amazon Region”
K. Bondy, “501 World Way - First Parking
Structure at Los Angeles International Airport”
August 2013 V9 – N1
J. Graves, “General Motors Parts
Distribution Center, Carter Industrial Park, Fort Worth, TX.”
T. Kang, Y. Huang, “Corner Post-Tensioned
Slab-Column Connections”
R. Khosa, “One Museum Park West:
Converting a High-Rise Tower’s Structural Design to Unbonded
Post-Tensioning”
R. Martter, “The PTI Method for Grade Slab
Design – A Dissenting View and an Alternative”
Lenzi, P. Campana, “Equalized Multi-Step
Stressing of Post-Tensioning Tendons of Cylindrical Shells: A Case
Study”
December 2012 V8 – N2
U. Kim, T. Kang, P. Chakrabarti,
“Rehabilitation of Unbonded Post-Tensioned Slabs with Different
Boundary Conditions”
C. Hayek, S. Kalil, “Structural Efficiency
from a Sustainability Perspective”
A. Hufnagel, T. Kang, “Assessment of
Secondary Effects in Post-Tensioned Flat Plates”
K. Bondy, “Two Way Post-Tensioned Slabs with
Bonded Tendons”
K. Bondy, “The Tower, 3900 West Alameda
Boulevard, Burbank, CA”
July 2012 V8 – N1
T. Kang and Y. Huang, “Nonlinear Finite
Element Analyses of Unbonded Post-Tensioned Slab-Column Connections”
M. Iqbal, ”Design of Expansion Joints in
Parking Structures”
G. Llanos, B. Ross, M. Ansley, and H.R.
Hamilton, “Testing of Post-Tensioned Concrete Girders with No Shear
Reinforcement”
A. Scanlon, A. J. Schokker, and S.C. Lee, “
Effects of Tendon Layout on Service Load Performance of Post-Tensioned
Two-Way Slab Systems”
M. A. Murray, J. Morrow, and B. Collins,
“Protecting Unbonded Prestressed Tendons”
S. A. O’Connor, “The Royal Club Condominiums
– Post-Tensioned Cable Restoration”
J. Graves, B. Juedes, and Ryne. Stoker,
“Slab-on-Ground Alternative Design (SOGAD): A Blend of Art and Science”
B. Juedes, “Alternate Design Procedure for
Slabs on Stable Soils”
K. Bondy, “Certification: Assuring Quality
in Post-Tensioned Concrete Construction”
August 2009 V7 – N1
G. Guo, L. Joseph, and G. Beiberly,
“Restraint Design of Cast-in-Place Post-Tensioned Underground Parking
Structures”
M. Iqbal, “Seismic Pounding and Expansion
Joint Design in Parking Structures"
S.A. Saleh and W. Suaris, “Punching Shear
Strength of Post-Tensioned Concrete Flat Plates with L-Shaped Columns"
M. Maingot, “Sustainability and
Post-Tensioned Concrete: Gray is the New Green”
K. Thornton, M. Chusid, and S. Miller,
“Waterproofing Without Membrane: Forty Years after
Completion, a Post-Tensioned Shrinkage-Compensating Mat Foundation is
Still Solid and Watertight”
G. Fallis and M. Peeler, “Nondestructive
Detection of Fractures in Prestressed and Post-Tensioned Cables”
G. Chacos, ”Progressive Deterioration Caused
by Poor Quality Control and Inadequate Maintenance: The Sad
Tale of a Doomed Parking Structure”
August 2008 V6 – N2
B. Swartz, A. Schokker, “ Design Guide Development for
Post-Tensioned Bridge Decks”
G. Guo, K. Lin, and L. Joseph, “Pour Strip Design in
Post-Tensioned Buildings Using Unbonded
Tendons”
C. Roberts-Wollmann and G. Wollmann, “Bearing Strength of
Unbonded Monostrand Post-Tensioning Anchors in Slab
Edges”
P. Fleming, “Simplified Geotechnical Analysis Guide to PTI 3.2
for the Practicing Geotechnical Engineer”
S. Patel and D. Schlegel, “Going for Gold in Las Vegas: Trump
International Tower, Las Vegas, Nevada.”
S. Miller, “An Inclination for Innovation: After 30 Years,
Dallas City Hall is Still an Architectural Triumph and an Engineering
Milestone”
M. Maingot, “The First Green Condominium Building in Seattle:
Mosler Lofts, Seattle, Washington.”
R. Khosa, “340 On the Park Condominiums: Record-Height of a
Post-Tensioned Residential Building Another First for
Chicago.”
R. Khosa,”St. Louis Casino Stays Afloat with Unique
Post-Tensioning Application.”
“PTI Approves Revisions to Post-Tensioned Slab-On-Ground
Design Procedure & Standards.”
February 2008 V6 – N1
J. Bryant, “Simplified Approach to PTI 3.1
Method.”
G. Chacos, “Slab Penetrations in Residential Slab-on-Ground
Foundations.”
K. Bondy, “Code Requirements for Sulfate Durability in
Residential Concrete.”
T.Kang, J. Wallace, “Stresses in Unbonded
Tendons of
Post-Tensioned Flat Plate Systems Under Dynamic
Excitation.”
T. Kang, I. Robertson, N. Hawkins, and J. Lafave,
“Recommendations for Design of Post-Tensioned Slab-Column Connections
Subjected to Lateral Loading.”
K. Bondy, “Requirements for Strength and Ductility of Unbonded
Post-Tensioning Tendons.”
X. Zuming, “Full-Scale Post-Tensioning Grout
Optimization
Testing.”
V. Seshappa, “Site Cast Post-Tensioned Insulated Wall Panel
Building Goes Up in Las Vegas.”
“Post-Tensioning Systems Secure “Archaeological
Reconstruction” of the Church of Our Lady in
Dresden.”
A. Gilanti, K. Miyamoto, and L. Determan, “Design and
Construction of a Modern Post-Tensioned Parking
Structure.”
J. Lungrin, “Center Stressing Multistrand Anchorage – A Key
Component of the Huey P. Long Bridge
Widening.”
J. McTaggart, “Two Firsts for North America Realized in
Vancouver Bridge Construction.”
July 2007 V5 – N1
L. Panian, M. Steyer, and S. Tipping, “Post-Tensioned Concrete
Walls for Seismic Resistance.”
G. Chacos, “Back-Up Bars for Residential Slab-on-Ground
Foundations.”
C. Ratay, “Progressive Weakening to Failure of an Unbonded
Post-Tensioned Flat Plate.”
R. Bendon, “Repair of Partially
Greased-Filled Encapsulated
Monostrand Post-Tensioning Tendons.”
Z. Saleh, and W. Suaris, “Punching Shear Capacity of
Post-Tensioned Slab with Hairpin Shaped
Reinforcements.”
L. Krauser, “ACI and PTI Requirements for Encapsulation
Systems.”
C. Plue, “A Three Day Cycle in Seismic Country: San
Francisco’s One Rincon Hill.”
S. Bacon, “Escala: Post-Tensioning is Obvious Choice for
Seattle’s Largest Condominium Tower.”
M. Chusid, “A Perfect Match: Post-Tensioning and Shrinkage
Compensating Concrete Form a Durable Union at John Wayne
Airport.”
December 2006 V4 – N2
R. Klemencic, J. Fry, G. Hurtado, and J. Moehle, “Performance
of Post-Tensioned Slab – Core Wall
Connections.”
K.D. Bondy, “Evaluation and Repair of Existing Post-Tensioned
Buildings with Paper-Wrapped Tendons Experiencing Corrosion
Damage.”
G. Setberg and A. Gilani, “Spanning the Noyo River Part I:
Type Selection and Design.”
A. Gilani and G. Setberg, “Spanning the Noyo River Part II:
Bridge Construction.”
R. El-Hacha and M. Elbadry, “Strengthening Concrete Beams with
Externally Prestressed Carbon Fiber Composite Cables: Experimental
Investigation.”
J. Miller and A. Scott, “Non-Destructive
Testing of Unbonded
Post-Tensioned Tendons.”
R. Sward, “W Dallas Victory Hotel & Residences
Benefits from Post-Tensioning.”
S. Bacon, “Taking in the View: New Core Design Allows for
Longer PT Slabs and Column-Free Space in Residential
Applications.”
M. Chusid, “1200-Foot Post-Tensioned Slab with Type K Cement
Cleared for Take-Off: 19 Years After Placement of Demonstration
Pavements, Post-Tensioned Design Shows Best
Performance.”
D. Beiler, “Meadowview Oxidation Ditch
WWTP.”
K. Bondy, “Post-Tensioned Concrete in Buildings Past and
Future: An Insider’s View.”
July 2006 V4 – N1
J. Desalvo and A. Schokker, “Influence of Vibration of Early
Ages for Post-Tensioning Grouts.”
C. Ferraro, A. Boyd, H.R. Hamilton III, “The Use of Compressed
Air for Quality Control in Post-Tensioned
Ducts.”
G. Chacos, “T-Beam Flange
Width.”
L. Krauser, “Repairs, Modifications, and
Strengthening with
Post-Tensioning.”
C. Ellis, “Lejuene Road Flyover
Rehabilitation.”
M. Chusid, “Ahead of Its Time: All Concrete House Turns 40
Years Old.”
J. Katikala, “Controlled Demolition of Concrete Storage Sheds
with Post-Tensioning.”
J-L. Quintana, “Dam Reinforcing Through Concrete
Post-Tensioning Anchors.”
S. Nour, “Testing / Evaluation an Grout
Remediation of
Post-Tensioning Tendons for Bridges.”
May 2005 V3 – N1
C. Roberts-Wollman and J. Breen, “Calculation of Direct Shear
Capacity of Dry Keyed Segmental Joints.”
C. MacDougall and A. Georghiou, “Bending of Seven-Wire
Prestressing Strands Under Tension.”
H. Jajm, Y.D. Li, and R. Lawrie, “Externally Post-Tensioned
and Precast Concrete Girders for SC-170 Broad River
Bridge.”
T. Allen and D Choudhuri, “An Introductory Study on Void
Detection Inside Internal Polymeric Post-Tension Ducts using Ground
Penetrating Radar.”
January 2004 V2 – N1
G.A. Alvarez and H.R. Hamilton III, “Grout Bleed Tests in
Vertical and Horizontal Post-Tensioning
Ducts.”
S. Lyons, R. Bligh, J. Purinton, and D. Beaudoin, “Seismic
Analysis and Design of Ramped Parking
Structures.”
A.M.E. Refai, J.S.West, and K. Soudki, “FRP Tendons in
Post-Tensioning.”
E. Salcedo-Rueda, A.J. Schokker, J.E. Breen,
and M.E. Kreger,
“Bond and Corrosion Studies of Emulsifiable Oils Used for Corrosion
Protection in Post-Tensioned Tendons.”
G.C. Lama, “Flat Slab Design Using Harped Tendon
Profiles.”
D.G. Fredlund and H.Q. Vu, “Numerical Modeling of Swelling and
Shrinking Solis Around Slab-On-Ground.”
A. Bommer, “Complete Secondary (Hyperstatic)
Effects.”
August 2003 V1 – N2
A.D. Barley, D.A. Bruce, M.E.C. Bruce and J.C. Lang, “High
Capacity and Fully Removable Soil
Anchors.”
P.R. Gupta, “Field Evaluation of the
Prestressing Force in
Unbonded Tendons.”
D.G. Pickett, “Design of the Cantilevered Green at Hole #17 at
the Falconhead Golf Course in Bee Cave,
Texas.”
H. Najm, D. Griffith, and H. Tazir, “Design of Cast-in-Place
Viaducts Post-Tensioned with Embedded External
Tendons.”
T. Zokaie, C. Harrington, and D.A. Tomley, “Differences
Between the Requirements of LRFD and LDFD Specifications for
Post-Tensioned Concrete Box Girder
Bridges.”
B.M. Juedes, “Reinforcement of Perimeter Turndowns in
Ground-Supported Post-Tensioned Slabs”
M.A. DePinna, “Focus: Applications of High Energy X-ray
Inspection of Post-Tensioned Concrete Structures and Cable Stay
Bridges.”
January 2003 V1 – N1
K. Bondy, “Principles and Practice Using ACI
318-02.”
A. Schokker and M. Schupack, “Water Retentive Thixotropic
Grouts for Durable Post-Tensioned
Construction.”
H.H. Nassif, O. Ozkul, M. Harajli, “Flexural Behavior of Beams
Prestressed with Bonded and Unbonded
Tendons.”
T. Zokaie, C. Harrington, and D.A. Tomley, “Effect of the LRFD
Specifications on the Design of Post-Tensioned Concrete Box Girder
Bridges.”
J.E. Quist and R.M Rudolph, “Stabilization of an Ambursen
Dam.”
R.T. Bates, “Circular Treated Water Storage Reservoirs
Prestressed with Internal Tendons.”
G.P. Chacos, “Parking Structure Modified to Increase
Headroom.”