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Differences in Flexural Strength Measurements Between an Australian Standard Bond Wrench and ASTM E518 Beam Test

Categories: Masonry International, MI Journal Article, Volume 29

J.M. NICHOLS (1), A. MASHADI (2), L.H. FEIGENBAUM (3) and K.T. GLOWACKI (4)  (1) Associate Professor, Department of Construction Management, Texas A&M University, College Station, Texas – 77840, USA. Email: jm-nichols@tamu.edu (2) Graduate Student, Department of...

Analytical Modelling and Numerical Simulation of Compressed Stabilised Earth Blocks using Rice Husk Ash

Categories: Masonry International, MI Journal Article, Volume 29

SATHISH KUMAR R(1), MAGANTI JANARDHANA(2) and DARGA KUMAR N(3), (1) PhD Research Scholar, JNTUH College of Engineering Hyderabad, & Senior Associate Professor, NICMAR, India.  kumar.sathish100@gmail.com (2) Professor of Civil Engineering, JNTUH College of...

Numerical Modelling of Grout Injection in Stone Masonry Walls

Categories: Masonry International, MI Journal Article, Volume 29

A.C. ISFELD Postdoctoral Scholar, Department of Civil Engineer, University of Calgary, Schulich School of Engineering, Calgary, Alberta, T2N 1N4 and Canada acisfeld@ucalgary.ca   ABSTRACT The Prince of Wales Fort was constructed in the 18th century in Churchill,...

Optimisation of FRP Strengthening Systems for Masonry Arch Bridges

Categories: Masonry International, MI Journal Article, Volume 29

DARYADEL(1), L. CUNNINGHAM(2) (1) MSc student, School of Mechanical, Aerospace and Civil Engineering, The University of Manchester, Manchester, United Kingdom, mohammadmahdi.daryadel@postgrad.manchester.ac.uk (2) Lecturer, School of Mechanical, Aerospace and Civil...

The Effects of Wind on the Loading and Vibration of Stone Pinnacles

Categories: Masonry International, MI Journal Article, Volume 29

S.H. COCKING(1), S. PRICE(2) and M.J. DEJONG(3) (1)  MEng Student, Department of Engineering, University of Cambridge, Cambridge, CB2 1PZ, United Kingdom, sam.cocking@cantab.net (2)  Consultant, Price & Myers, 37 Alfred Place, London, WC1E 7DP, United Kingdom,...

Assessment and Improvement of Structural Performance of Residential Masonry Dwellings Subjected to Seismic Loading in Haiti

Categories: Masonry International, MI Journal Article, Volume 29

BERRAIS(1) and T. HANCOX(2) (1) Senior Lecturer, Department of Civil Engineering, University of Bolton, BL3 5AB, UK, ab9@bolton.ac.uk (2) Undergraduate Student, Department of Civil Engineering, University of Bolton, BL3 5AB, UK, tkh1aes@bolton.ac.uk   ABSTRACT...

Numerical Analysis for the Determination of Stress Percolation in Dry-Stacked Wall Systems

Categories: Masonry International, MI Journal Article, Volume 29

AGAAJANI(1), D. WALDMANN(2), F. SCHOLZEN(2), A. LOUGE(3) (1) Civil Engineer, PhD, Luxembourg City, 1637 Luxembourg, shahriar.agaajani@asars.lu (2) Professors, Faculty of Sciences, Technology and Communication, University of Luxembourg, Luxembourg City, 1359...

Technical Condition Assessment of Masonry Structural Components using Frequency Response Function (FRF)

Categories: Masonry International, MI Journal Article, Volume 29

M. ŻÓŁTOWSKI(1) and R.M. MARTINOD(2) (1) Wydział Inżynierii Mechanicznej, Uniwersytet Technologiczno-Przyrodniczy w Bydgoszczy, Bydgoszczy, Poland, mariusz.zoltowski@utp.edu.pl (2) Department of Mechanical Engineering, Universidad EAFIT, Medellín, Colombia,...

FEM Applied to Rammed Earth Masonry of Brazilian Historical Structures

Categories: Masonry International, MI Journal Article, Volume 29

H. Y. SATO(1) and R. M. L. R. F. BRASIL(2)  (1) Master of Civil Engineering, Department of Structural Engineering, Polytechnic School, University of São Paulo, São Paulo, 05508-010, Brazil, marciahsato@yahoo.com.br  (2) Doctor of Civil Engineering, Full Professor,...

An Automated Finite Element Macro for the Examination of Cosmetic Racking-Related Damage in URM Walls

Categories: Masonry International, MI Journal Article, Volume 29

J. HEATH, E. F. GAD and J. L. WILSON Faculty of Science and Engineering Technology, Swinburne University of Technology, Melbourne, Victoria, 3122, Australia djheath@swin.edu.au   ABSTRACT Cosmetic cracking in masonry subjected to racking is expensive to...

In-plane Load Resistance of Semi Interlocking Masonry Infill Panels. Analytical Procedure

Categories: Masonry International, MI Journal Article, Volume 28

Y.Z. TOTOEV(1) (1) Centre for Infrastructure Performance and Reliability, the University of Newcastle, Callaghan, NSW 2290 Australia, yuri.totoev@newcastle.edu.au   ABSTRACT This paper presents an analytical procedure for calculating in-plane load resistance of a...

Experimental Shrinkage Testing on Concrete Masonry Units and Walls with Different Curing Conditions

Categories: Masonry International, MI Journal Article, Volume 28

G.A. PARSEKIAN(1); K.C. BARBOSA(2); J.S. CAMACHO(3); A.S. FELIPE(4) (1) PhD, Dept of Civil Engineering, Federal University of Sao Carlos, parsekian@ufscar.br (2) MSc, Dept of Civil Engineering, Federal University of Sao Carlos, klecbarbosa@terra.com.br (3) PhD, Dept...

Warning Signs of Impending Failure of Historical Masonry Structures

Categories: Masonry International, MI Journal Article, Volume 28

JUNG J. KIM (1), TAI FAN (2); TAHA REDA, M. MAHMOUD (3); NIGEL G. SHRIVE (4) (1) Research Professor, Sejong University, Civil & Environmental Engineering, jungjkim@sejong.ac.kr (2) Post-Doctoral Fellow, University of New Mexico, Civil Engineering Department,...

Shear Strength Capacity of Unreinforced Masonry Walls, Assuming Failure in Diagonal Cracking. Part 2: T Shaped Sections

Categories: Masonry International, MI Journal Article, Volume 28

POPESCU (1), G. POPESCU (2) (1) Research & Design Diplomat Eng. Ist Degree, Checking Eng. in Structural Design (2) Research & Design Diplomat Eng. Ist Degree, Technical Expert, Checking Eng. in Structural Design IPCT Structuri LTD, Bucharest, Romania,...

A Theoretical-Experimental Analysis of Beam Behavior in Structural Masonry

Categories: Masonry International, MI Journal Article, Volume 28

LANDINI, F.S. (1); ZAGO, C.S. (2); MORENO JR., A.L. (3) (1) Former Graduate Student – Structures – School of Civil Engineering (FEC – State University of Campinas (UNICAMP) – batista@fec.unicamp.br (2) Graduate Student – Structures – FEC – UNICAMP –...

A Comparative Study into the Tensile Bond Strength of the Brick Mortar Interface of Natural Hydraulic Lime and Portland Cement Mortars

Categories: Masonry International, MI Journal Article, Volume 28

HETHERINGTON (1) (1) Department of the Natural and Built Environment, Sheffield Hallam University, Sheffield, South Yorkshire, S1 1WB, England s.hetherington@shu.ac.uk ABSTRACT This project was designed to compare and contrast the performance characteristics and...

Frame Action in Masonry Structures: An Experimental Investigation

Categories: Masonry International, MI Journal Article, Volume 01

Author J. D. STOKLE and A. J. BELL UMIST, Manchester Abstract The work was undertaken to investigate the extern of frame-action in structures of plain masonry walls and reinforced concrete floor slabs, when (he relative-stiffness of the slabs to the walls was varied....

Data Processing Methods for the Testing of Full-Scale Post-Tensioned Masonry Walls

Categories: Masonry International, MI Journal Article, Volume 01

Author A. HUIZER and R. L. DAY The University of Calgary, Alberta, Canada Abstract The use of mini-computers can greatly simplify test methods and data acquisition procedures. However, data analysis after acquisition can be inconvenient because access is frequently...

The Testing of Plain and Prestressed Concrete Blockwork Beams and Walls of Geometric Cross Section

Categories: Masonry International, MI Journal Article, Volume 01

Author M. E. PHIPPS and T. I. MONTAGUE University of Manchester, Institute of Science and Technology Abstract The paper describes full scale tests on four concrete blockwork diaphragm walls, twelve square hollow section beams and seven I section beams. Two of the...

Frost Damage to Masonry Structures and Tests For Frost Resistance

Categories: Masonry International, MI Journal Article, Volume 01

Author Reijo Yla-Mattila Technical Research Centre of Finland Abstract In a Finnish winter there are many freezing and thawing cycles with temperatures at times as low as -30°C. Bricks, mortars and renderings may fail. Chimneys may corrode or fail in frost due to...
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