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The Institute of Theoretical and Applied Mechanics
14
records found 1 - 10
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1.
Original version of the author's contribution as presented on USB, paper 806.:
PDF
Quasi-Static Testing of a 1/3 Scale Precast Concrete Bridge Utilising a Post-Tensioned Dissipative Controlled Rocking Pier
Liu, Royce
;
Palermo, Alessandro
Low damage design is an alternative design philosophy to conventional capacity design. Its aim is to significantly reduce seismically induced damage to structural members [...]
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2.
Original version of the author's contribution as presented on USB, paper 641.:
PDF
Experimental Testing and Analytical Modelling of Post-Tensioned Earthquake Damage Resistant Technologies for Accelerated Bridge Construction: Comparison With Emulative Monolithic Solution
Palermo, Alessandro
;
Mashal, Mustafa
Over the last few decades Accelerated Bridge Construction (ABC) has been developed to answer the growing number of societal needs, as well as advancing the bridge practic [...]
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3.
Original version of the author's contribution as presented on USB, paper 2605.:
PDF
Low Cycle Fatigue Behavior of Corroded Fuse-Type Dissipaters for Post-Tensioned Rocking Bridge Piers
Scott, Allan
;
Andisheh, Kaveh
This paper presents tensile and low cycle fatigue experimental results of dissipaters used in post-tensioned rocking bridge piers with varying degree of corrosion. The ef [...]
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4.
Original version of the author's contribution as presented on USB, paper 1372.:
PDF
Quasi-Static Testing of a Large-Scale Pre-Cast Bridge With Controlled Rocking Post-Tensioned Connections in the Superstructure
Chegini, Zeinab
;
Palermo, Alessandro
Accelerated bridge construction techniques have gained popularity in recent years since they offer many advantages compared to traditional in-situ methods. Such advantage [...]
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5.
Original version of the author's contribution as presented on USB, paper 1219.:
PDF
Time-Dependent Seismic Performance of Post-Tensioned Timber Buildings
Granello, Gabriele
;
Pampanin, Stefano
As a result of the Precast Seismic Structural System (PRESS) program in the 1990s coordinated by the University of California, San Diego, the hybrid connection proved to [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: S12-008.:
PDF
Seismic Design and Numerical Validation of Post-Tensioned Timber Frames
Newcombe, Michael Paul
;
Palermo, Alessandro
A seismic design procedure and numerical sensitivity study of post-tensioned timber frames for multi-storey buildings is presented. The paper describes a displacement-bas [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0058.:
PDF
Shake-Table Testing of Hybrid Post-Tensioned Precast Wall Systems with Alternative Dissipating Solutions
Marriott, Dion J
;
Bull, Desmond
It is fast becoming common practice for civil engineering infrastructure and building structures to be designed to achieve a set of performance objectives. To do so, cons [...]
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8.
Original version of the author's contribution as presented on CD, paper No. 4886.:
PDF
Concepts and Developments for Accelerated Bridge Construction and Dissipative Controlled Rocking
Mashal, Mustafa
;
Palermo, Alessandro
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9.
Original version of the author's contribution as presented on CD, paper No. 4609.:
PDF
Assessment of bridges in non liquefiable soils following Canterbury earthquakes: comparison between observations and numerical analyses
Palermo, Alessandro
;
Camnasio, E.
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10.
Original version of the author's contribution as presented on CD, paper No. 4617.:
PDF
From theory to practice: design, analysis and construction of dissipative timber rocking post-Tensioning wall system for Carterton Events Centre, New Zealand
Palermo, Alessandro
;
Chung, S.
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The Institute of Theoretical and Applied Mechanics :
14
records found 1 - 10
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See also: similar author names
4
Palermo, A.
1
Palermo, Antonio
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