Masonry Structures

Masonry Structural Design for Buildings, (1992). Technical Manual, Publication Number: TM 5-809-3. Available
from US Army Corps of Engineers. Department of the Army, the Navy and the Air Force.

Earthquake Safe Construction of Masonry Buildings: Simplified Guideline for All New Buildings in the Seismic
Zone V of India. Professor Anand S. Arya and Jnananjan Panda, Prepared under the GoI – UNDP Disaster Risk
Management Programme, National Disaster Management Division, Ministry of Home Affairs, New Delhi, India.

Earthquake Safe Construction of Masonry Buildings: Simplified Guideline for All New Buildings in the Seismic
Zone IV of India. Professor Anand S. Arya and Jnananjan Panda, Prepared under the GoI – UNDP Disaster Risk
Management Programme, National Disaster Management Division, Ministry of Home Affairs, New Delhi, India.

Earthquake Safe Construction of Masonry Buildings: Simplified Guideline for All New Buildings in the Seismic
Zone III of India. Professor Anand S. Arya and Jnananjan Panda, Prepared under the GoI – UNDP Disaster Risk
Management Programme, National Disaster Management Division, Ministry of Home Affairs, New Delhi, India.

Prof. Anand S. Arya, (2005). Guidelines For Earthquake Resistant Reconstruction And New Construction Of
Masonry Buildings In Jammu & Kashmir State. Prepared under the GoI – UNDP Disaster Risk Management
Programme, National Disaster Management Division, Ministry of Home Affairs, New Delhi, India.

Kuzik M.D., Elwi A.E., and Cheng J.J.R., (1999). Out-of-Plane Cyclic Behavior of Masonry Walls Reinforced
Externally with GFRP. Structural Engineering Report No. 228, Department of Civil and Environmental
Engineering, University of Alberta, Canada.

Olatunji T.M. and Warwaruk J., (1986). Behavior and Strength of Masonry Wall/Slab Joints. Structural
Engineering Report No. 139, Department of Civil and Environmental Engineering, University of Alberta, Canada.

Wang R., Elwi A.E., Hatzinikolas M.A., and Warwaruk J., (1996). Behaviour of Masonry Cavity Walls Subjected to
Vertical Eccentric Loads. Structural Engineering Report No. 212, Department of Civil and Environmental
Engineering, University of Alberta, Canada.

Hatzinikolas M.A., Lee R., Longworth J., and Warwaruk J., (1983). Drilled-In in Masonry Construction. Structural
Engineering Report No. 111, Department of Civil and Environmental Engineering, University of Alberta, Canada.

McGinley W.M., Warwaruk J., Longworth J., and Hatzinikolas M.A., (1988). Masonry Veneer Wall Systems.
Structural Engineering Report No. 156, Department of Civil and Environmental Engineering, University of
Alberta, Canada.

Michael C. Griffith, (1991). Performance of Unreinforced Masonry Buildings during the Newcastle Earthquake,
Australia. Research Report No. R86. Department of Civil and Environmental Engineering, The University of
Adelaide, Australia.

Michael Griffith, (2000). Experimental Study of the Flexural Strength of URM (Brick) Walls. Research Report No.
R169. Department of Civil and Environmental Engineering, The University of Adelaide, Australia.

R.E. Klingner, (2004). Behavior of Masonry in the Northridge (US) and Tecomán-Colima (Mexico) Earthquakes:
Lessons learned, and Changes in Design Provisions. 6th National Congress of Seismology and Earthquake
Engineering and International Workshop “Masonry Walls and Earthquakes”, p. 3-38.

P.B. Lourenço, (1994). Analysis of Masonry Structures with Interface Elements - Theory & Applications. Report
No. 03-21-22-0-01. Delft University of Technology, Faculty of Civil Engineering.

P.B. Lourenço, (1995). An Orthotropic Continuum Model for the Analysis of Masonry Structures. Report No. 03-
21-1-31-27. Delft University of Technology, Faculty of Civil Engineering.

P.B. Lourenço, (1996). Computational strategies for masonry structures. PhD Thesis, Delft University of
Technology. Available from Masonry and Historical Constructions Group, Department of Civil Engineering -
University of Minho.

P.B. Lourenço, (1997). Two Aspects related to the Analysis of Masonry Structures: Size Effect and Parameter
Sensitivity. Report No. 03.21.1.31.25. Delft University of Technology, Faculty of Engineering and University of
Minho, Department of Civil Engineering. TNO Building and Construction Research, Computational Mechanics.

P.B. Lourenço, (1998). Simulations of Size Effect in Masonry Structures. Fracture Mechanics of Concrete
Structures, Proceedings FRAMCOS-3, Aedificatio Publishers, D-79104 Freiburg, Germany, p. 2001-2010.

P.B. Lourenço, (1998). Sensitivity Analysis of Masonry Structures. Proceedings of the 8th Canadian Masonry
Symposium, Jasper, Canada, p. 563-574.

P.B. Lourenço and J.G. Rots, (1998). Possibilities of Modeling Masonry as a Composite Softening Material:
Interface Modeling and Anisotropic Continuum Modeling. Proceedings of the 12th Engineering Mechanics
Conference, ASCE, San Diego, U.S., p. 56-61.

P. Benson Shing and T. Manzouri, (2004). Analysis of Unreinforced Masonry Structures using Elastic/Viscoplastic
Models. 6th National Congress of Seismology and Earthquake Engineering and International Workshop
“Masonry Walls and Earthquakes” (SISCA 2004), p. 137-150.

A. Costa and A. Arede, (2004). Strengthening of Structures Damaged by the Azores Earthquake of 1998. 6th
National Congress of Seismology and Earthquake Engineering and International Workshop “Masonry Walls
and Earthquakes” (SISMICA 2004), p. 57-70.

D.P. Abrams, (2004). Seismic Assessment and Rehabilitation of Unreinforced Masonry Buildings in the USA. 6th
National Congress of Seismology and Earthquake Engineering and International Workshop “Masonry Walls
and Earthquakes” (SISMICA 2004), p. 71-80.

R.A. Sofronie, (2004). Seismic Strengthening of Masonry in Buildings and Cultural Heritage. 6th National
Congress of Seismology and Earthquake Engineering and International Workshop “Masonry Walls and
Earthquakes” (SISMICA 2004), p. 81-100.

P. Roca, (2004). Simplified Methods for Assessment of Masonry Shear-Walls. 6th National Congress of
Seismology and Earthquake Engineering and International Workshop “Masonry Walls and Earthquakes”
(SISMICA 2004), p. 101-118.

E. Coelho, (2004). Seismic Testing and Vulnerability Assessment. 6th National Congress of Seismology and
Earthquake Engineering and International Workshop “Masonry Walls and Earthquakes” (SISMICA 2004), p.
151-154.

P.B. Lourenço, (2004). Current Experimental and Numerical Issues in Masonry Research. 6th National Congress
of Seismology and Earthquake Engineering and International Workshop “Masonry Walls and Earthquakes”
(SISMICA 2004), p. 119-136.

C. Modena, F. da Porto, and M.R. Valluzzi, (2004). Reinforced and Rectified Clay Blocks Masonry. 6th National
Congress of Seismology and Earthquake Engineering and International Workshop “Masonry Walls and
Earthquakes” (SISMICA 2004), p. 155-178.

P. Baldo, F. Tomaselli, F. Pimenta, and F. Pimenta, (2004). Loureiro Viaduct Seismic Protection: Testing of Non-
Linear Viscous Dampers. 6th National Congress of Seismology and Earthquake Engineering and International
Workshop “Masonry Walls and Earthquakes” (SISMICA 2004), p. 679-690.

Jocelyn Paquette and Michel Bruneau, (1999). Seismic Resistance of Full-Scale Single Story Brick Masonry
Building Specimen. 8th North American Masonry Conference, June 6 - 9, 1999, Austin, Texas, USA. Available
from Michel Bruneau home page.

A.T. Vermeltfoort, (2001). Analysis and Experiments of Masonry Arches. Historical Constructions, P.B. Lourenco,
P. Roca (Eds.), Guimaraes, 2001, pp. 489 – 498.

S. Ignoul, L. Schueremans, J. Tack, L. Swinnen, S. Feytons, L. Binda, D. Van Gemert, K. Van Balen, (2006).
Creep Behavior of Masonry Structures – Failure Prediction Based on a Rheological Model and Laboratory Tests.
International Conference on Structural Analysis of Historical Constructions, New Delhi, India, Vol. 2, pp. 913-
920.

A.H.P. Maurenbrecher, K. Trischuk, M.I. Subercaseaux, G.T. Suter, (2005). Preliminary Evaluation of the Freeze-
Thaw Resistance of Hydraulic Lime Mortar. RILEM Workshop on Repair Mortars for Historic Masonry, Delft, The
Netherlands, Report No. NRCC-47646.

L. Schueremans and D. Van Gemert, (2004). Assessing the Safety of Historical Masonry Structures. 8th
International Conference on Modern Building Materials, Structures and Techniques, Vilnius, Lithuania.

L. Schueremans and D. Van Gemert, (2004). Structural Assessment of the Medieval City Wall of Leuven. 7th
Australian Masonry Conference, Newcastle, Australia.

R. Hayen, K. Van Balen, D. Van Gemert, L. Schueremans, (2003). The Influence of the Brick/Mortar Interaction
on the Mechanical Behaviour of Historical Masonry. STRUMAS VI Computer Methods in Structural Masonry, Rome.

L. Schueremans and D. Van Gemert, (2001). Assessment of Existing Masonry Structures Using Probabilistic
Methods - State of the Art and New Approaches. STRUMAS V, The Fifth International Symposium on Computer
Methods in Structural Masonry.

L. Schueremans and D. Van Gemert, (2001). Assessment of Existing Masonry Structures Using Probabilistic
Methods - New Approaches. STRUMAS V, The Fifth International Symposium on Computer Methods in Structural
Masonry.

L. Schueremans and D. Van Gemert, (2001). Predicting Masonry Properties from Component Properties Using
Probabilistic Techniques. STRUMAS V, The Fifth International Symposium on Computer Methods in Structural
Masonry.

Gero Marzahn, (1997). Shear Strength of Grout-Dowelled Masonry. Lacer, No.2.

P.B. Shing and L. Cao, (1997). Analysis of Partially Grouted Masonry Shear Walls. Building and Fire Research
Laboratory, National Institute of Standard and Technology, NIST GCR 97-710.

S.G. Fattal and D.R. Todd, (1991). Ultimate Strength of Masonry Shear Walls: Predictions VS Test Results.
National Institute of Standard and Technology, NISTIR 4633.

Masonry Structures

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