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Online Structural Engineering Library
A collection of publications available on the
internet at no cost. (Currently 873 different recources in 20 sections).
New Additions:
Structural Analysis & Control
M.M. Gram, A.J. Clark, G.A. Hegemier, F. Seible, (2006). Laboratory
simulation of blast loading on building and bridge structures. Dtructures
under Shock and Impact IX. WIT Transactions on The Build Environment, Vol
87, WIT Press.
Bridges
Z. Orban, (2007). UIC Project on Assessment, Inspection and Maintenance
of Masonry Arch Railway Bridges. ARCH'07: 5th International Conference on
Arch Bridges, Multicomp, Lda Publishers, Madeira.
M. Gilbert, (2007). Limit Analysis Applied to Masonry Arch Bridges:
State-of-the-Art and Recent Developments. ARCH'07: 5th International
Conference on Arch Bridges, Multicomp, Lda Publishers, Madeira.
D. Marriott, A. Boys, A. Palermo, and S. Pampanin, (2006). Experimental
Validation of High-Performance Hybrid Bridge Piers. Paper No. 19.
Proceedings of the New Zealand Society of Earthquake Engineering Annual
Conference," Napier, New Zealand.
D. Marriott, A. Palermo, and S. Pampanin, (2006). Quasi-Static and
Pseudo-Dynamic Testing of Damage Resistant Bridge Piers with Hybrid
Connections. 1st European Conference on Earthquake Engineering and
Seismology. A joint event of the 13th ECEE & 30th General Assembly of
the ESC. Geneva, Switzerland.
Structural Reliability
B.M. Ayyub, I.I. Assakkaf, K.I. Atua, (2000). Reliability- Based Load and
Resistance Factor Design (LRFD) of Hull Girders for Surface Ships. ASNE
Day 2000. American Society of Naval Engineers, Alexandria.
B.M. Ayyub, I.A. Assakkaf, J.E. Beach, W.M. Melton, N. Nappi, J.A.
Conley, (2001). Methodology for Developing Reliability-Based Load and
Resistance Factor Design (LRFD) Guidelines for Ship Structures. Naval
Engineers Journal, ASNE.
B.M. Ayyub, I.A. Assakkaf, J.P. Sikora, J.C. Adamchack, K. Atua, W.
Melton, P.E. Hess, (2001). Reliability- Based Load and Resistance Factor
Design (LRFD) Guidelines for Hull Girder Bending. Naval Engineers
Journal, ASNE.
I.A. Assakaf, B.M. Ayyub, P.E. Hess, D.E. Knight, (2002). Reliability-Based
Load and Resistance Factor Design (LRFD) Guidelines for Unstiffened
Panels of Ship Structures. Naval Engineers Journal, ASNE.
I.A. Assakkaf, B.M. Ayyub, P.E. Hess, K. Atua, (2002). Reliability-Based
Load and Resistance Factor Design (LRFD) Guidelines for Stiffened Panels
and Grillages of Ship Structures. Naval Engineers Journal, ASNE.
B.M. Ayyub, I.A. Assakkaf, D.P. Kihl, M.W. Sieve, (2002). Reliability-Based
Design Guidelines for Fatigue of Ship Structures. Naval Engineers
Journal, ASNE.
L. Schueremans and D. Van Gemert, (2003). System Reliability Methods
Using Advanced Sampling Techniques. ESREL 2003, Maastricht.
Repair and Retrofit of Structures
S.A. Civjan, M.D. Englehardt, J.L. Gross, (2001). Slab Effects in SMRF
Retrofit Connection Tests. Journal of Structural Engineering, Vol. 127,
No. 3, pp. 230-237.
C.M. Uang, Q.S. Yu, S. Noel, J.L. Gross, (2000). Cyclic Testing of Steel
Moment Connections Rehabilitated With RBS or Welded Haunch. Journal of
Structural Engineering, Vol. 126, No. 1, pp. 57-68.
V.M. Karbhari, F. Seible, (1999). Design Considerations for the Use of
Fiber Reinforced Polymeric Composites in the Rehabilitation of Concrete
Structures. NISTIR 6288: NIST Workshop on Standards Development for the
Use of Fiber Reinforced Polymers for the Rehabilitation of Concrete and
Masonry Structures. Proceedings. January 7- 8, 1998, Tucson, AZ, Vol. 3,
pp. 59-72.
V.S. GangaRao, P.V. Vijay, (1999). Draft Design Guidelines for Concrete
Beams Externally Strengthened With FRP. NISTIR 6288: NIST Workshop on
Standards Development for the Use of Fiber Reinforced Polymers for the
Rehabilitation of Concrete and Masonry Structures, January 7-8, 1998,
Tucson, AZ, Vol. 3, pp. 113-120.
B. Lizundia, W.T. Holmes, M. Longstreth, A. Kren, D.P. Abrams, (1997). Appendices:
Development of Procedures to Enhance the Performance of Rehabilitated URM
Buildings. NIST GCR 97-724-2. National Institute of Standard and
Technology, Building and Fire Research Laboratory.
L.T. Phan, H.S. Lew, (1996). Strengthening Methodology for Lightly
Reinforced Concrete Frames. 11th World Conference on Earthquake
Engineering, Acapulco, Mexico, Elsevier Science Ltd.
G.S. Cheok (Ed.), (1995). Proceedings, Workshop on the Seismic
Rehabilitation of Lightly Reinforced Concrete Frames. NISTIR 5741.
Gaithersburg, Maryland. National Institute of Standards and Technology,
Building and Fire Research Laboratory.
Concrete Structures
N.M. Hawkins, D.A. Kuchma, R.F. Mast, M.L. Marsh, K- H Reineck, (2005). Simplified
Shear Design of Structural Concrete Members. National Cooperative Highway
Research Program (NCHRP) Report 549. Transportation Research Board,
Washington DC.
Helen Sze Wai Chow, (2007). Analysis of Piled-Raft Foundations with Piles
of Different Lengths and Diameters. PhD Thesis, School of Civil
Engineering, The University of Sydney, Australia.
B. Mezghiche, L. Zeghichi, R. Chebili, M. Mellas, (2006). Curing Methods
of Precast Concrete Elements. Asian Journal of Civil Engineering
(Building and Housing), Vol. 7, No. 6, pages 581-590.
P. Pampanin, A. Amaris, U. Akguzel, and A. Palermo, (2006). Experimental
Investigations on High- Performance Jointed Ductile Connections for
Precast Frames. 1st European Conference on Earthquake Engineering and
Seismology. A joint event of the 13th ECEE & 30th General Assembly of
the ESC. Geneva, Switzerland.
L. Schueremans, D. Van Gemert, S. Giessler, (2005). Chloride Penetration
in RC-Structures in Marine Climate: in Site Survey, Analysis Model and
Benefit of a Preventive Hydrophobic Treatment. International Workshop on
Durability of Reinforced Concrete under Combined Mechanical and Climatic
Loads (CMCL), Qingdao, China.
L.T. Phan, N.J. Carino, (2003). Code Provisions for High Strength
Concrete Strength-Temperature Relationships at Elevated Temperatures. Materials
and Structures, Vol. 36, No. 256, pages 91-98.
L. Schueremans and D. Van Gemert, (1997). Service Life Prediction Model
for Reinforced Concrete Constructions, Treated with Water-repellent
Compounds. ConChem Conference and Exhibition, Düsseldorf, Germany.
G. Cheok, W. Stone, J. Stanton, and D. Seagren, (1994). Beam-to-Column
Connections for Precast Concrete Moment-Resisting Frames. Precast Seismic
Structural Systems. 4th Joint Technical Coordinating Committee, Tsukuba,
Japan.
Steel Structures
Nicholas S. Trahair, (2008). Design of Steel Equal Angle Lintels. Research
Report No R890. School of Civil Engineering, The University of Sydney,
Australia.
Nicholas S. Trahair, (2008). Buckling Analysis Design of Steel Frames.
Research Report No R891. School of Civil Engineering, The University of
Sydney, Australia.
Gabriele Eccher, (2007). Isoparametric Spline Finite Strip Analysis of
Perforated Thin-Walled Steel Structures. PhD Thesis, School of Civil
Engineering, The University of Sydney, Australia. Department of
Mechanical and Structural Engineering, University of Trento.
Cold Formed Steel Structures
Derrick C.Y. Yap & Gregory J. Hancock, (2008). Experimental Study of
High Strength Cold-Formed Stiffened Web Steel Sections. Research Report
No R889. School of Civil Engineering, The University of Sydney,
Australia.
Composite Structures
Andre Plumier and Catherine Doneux, (2001). European Development of
Seismic Design Guidelines for Composite Steel Concrete Structures. University
of Liege, Belgium.
Seismic Design
J.M. Bracci, A.M. Reinhorn, J.B. Mander, (1992). Seismic Resistance of
Reinforced Concrete Frame Structures Designed Only for Gravity Loads. Technical
Report NCEER-92-0027. National Center for Earthquake Engineering
Research. State University of New York at Buffalo.
Jonathan P. Stewart, (2008). Overview of Soil-Structure Interaction
Principles. Seminar on Practical Applications to Deep Foundations. Earthquake
Engineering Research Institute. University of California, Los Angeles.
Mark A. Moore & Emma Goodson, (2008). Practical Modeling
Considerations: Impact of Foundation Modeling on the Earthquake Response
of a RC Shear Wall and MRF Building. Seminar on Practical Applications to
Shallow Foundations. Earthquake Engineering Research Institute.
Craig D. Comartin, (2008). Performance-Based Guidelines for Practitioners:
Foundations and SSI aspects of FEMA 356 and 440. Seminar on Practical
Applications to Shallow Foundations. Earthquake Engineering Research
Institute.
Mike Mahoney, (2008). Performance-Based Earthquake Engineering for
Geotechnical and Structural Engineers. Seminar on Practical Applications
to Shallow Foundations. Earthquake Engineering Research Institute. FEMA.
Suyamburaja Arulselvan and K.Subramanian, (2008). Experimental
Investigation on Three Dimensional RC Infilled Frame - RC Plane Frame
Interactions With Slab for Seismic Resistance. American Journal of
Applied Sciences, Vol. 5, No. 4, pp. 328-333. Science Publications.
Barry J. Goodno, James I. Craig, Thitikorn Losiriluk, (2003).
Out-of-Plane Capacity and Rehabilitation of Partial Height Masonry
Partitions. Final Report. MAE
Project ST-9. MID-America Earthquake Center.
J.I. Craig, J.D. Frost, B.J. Goodno, (2007). Rapid Assessment of
Fragilities for Collections of Buildings and Geostructures. Project DS-5.
Georgia Institute of Technology. MID-America Earthquake Center.
J.I Craig, B.J. Goodno, P. Towashiraporn, J. Park, (2002). Response
Modification Applications for Essential Facilities. Project ST-4 Final
Report. Mid- America Earthquake Center.
Ali M. Memari, Shahriar Rafiee, Alireza Y. Motlagh and Andrew Scanlon,
(2001). Comparative Evaluation of Seismic Assessment Methodologies
Applied to a 32- Story Reinforced Concrete Office Building. Technical
Note. Journal of Seismology and Earthquake Engineering, Vol. 3, No. 1,
pages 31-44.
Earthquake & Tsunami Reports
General
H.S. Lew, R.W. Bukowski, N.J. Carino, (2005). Design, Construction and
Maintenance of Structural and Life Safety Systems. Federal Building and
Fire Safety Investigation of the World Trade Center Disaster. NIST NCSTAR
1-1.
China
Kit Miyamoto, (2008). Sichuan China M8 Earthquake Field Investigation
Report. Report from Miyamoto International.
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