Publications related to Cable-stayed bridge

Lateral Torsional Buckling of steel bridge girders

The Lateral Torsional Buckling (L.T.B.) design of beams in buildings has received considerable attention over the last decades, and relatively similar improved design rules are now implemented in major design standards. On the contrary, it may be shown tha ...

Structural Stability Research Council2016

Deriving a load model for the braking force on road bridges: Comparison between a deterministic and a probabilistic approach

Katrin Beyer, André-Gilles Dumont, Marc-Antoine Fénart, Glauco Feltrin

The current provisions for the braking force in the Eurocodes are much more demanding than previously enforced national codes from most European countries. Hence, safety assessments of existing bridges may show a lack of compliance with the new safety requ ...

Springer International Publishing2016

Deployment of a tensegrity footbridge

Ian Smith, Nicolas Willy Veuve, Seif Dalil Safaei

Deployable structures are structures that transform their shape from a compact state to an extended in-service position. Structures composed of tension elements that surround compression elements in equilibrium are called tensegrity structures. Tensegritie ...

Asce-Amer Soc Civil Engineers2015

Mid-span connection of a deployable tensegrity footbridge

Ian Smith, Nicolas Willy Veuve, Seif Dalil Safaei

This paper describes a near full-scale deployable tensegrity footbridge. Tensegrity structures are pre-stressed structures composed of tension elements (cables) surrounded by compression elements (struts) in equilibrium. Deployment of two bridge halves is ...

2015

A deployable tensegrity footbridge that connects at mid-span

Ian Smith, Nicolas Willy Veuve, Seif Dalil Safaei

This paper describes a near full-scale deployable tensegrity footbridge that deploys from both sides and connects at mid-span. Tensegrity structures are pre-stressed structures composed of tension elements (cables) surrounded by compression elements (strut ...

2015

Analytical approach for improving damage equivalence factors

Alain Nussbaumer, Nariman Maddah

The fatigue design of bridges under variable amplitude traffic loads is not straightforward. To simplify the task, the current Eurocode provisions apply fatigue load model 3 and damage equivalence factors (lambda). However, the fatigue load model and the d ...

Elsevier2014

Toward development of a biomimetic tensegrity footbridge

Ian Smith, Nicolas Willy Veuve, Seif Dalil Safaei

Biomimetic structures interact with their environment, change their properties, learn and self-repair, thereby providing properties that are similar to living organisms. Interactions with the environment involve unique challenges in the field of computatio ...

International Center for Numerical Methods in Engineering (CIMNE)2014

Biomineralization in Newly Settled Recruits of the Scleractinian Coral Pocillopora damicornis

Anders Meibom, Jaroslaw Hubert Stolarski, Isabelle Domart-Coulon, Melany Melissa Gilis

Calcium carbonate biomineralization of scleractinian coral recruits is fundamental to the construction of reefs and their survival under stress from global and local environmental change. Establishing a baseline for how normal, healthy coral recruits initi ...

Wiley-Blackwell2014

Configuration of control system for damage tolerance of a tensegrity bridge

Ian Smith, Nizar Bel Hadj Ali, Sinan Korkmaz

Tensegrity structures are spatial, discrete, and lightweight structures that are composed of struts in compression and pre-stressed cables. Stability is provided by the self-stress state between elements independently of external actions. Tensegrity struct ...

Elsevier2012

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Cable-stayed bridge

Lateral Torsional Buckling of steel bridge girders

Deriving a load model for the braking force on road bridges: Comparison between a deterministic and a probabilistic approach

Deployment of a tensegrity footbridge

Mid-span connection of a deployable tensegrity footbridge

A deployable tensegrity footbridge that connects at mid-span

Analytical approach for improving damage equivalence factors

Toward development of a biomimetic tensegrity footbridge

Biomineralization in Newly Settled Recruits of the Scleractinian Coral Pocillopora damicornis

Fatigue safety examination of a 150-year old riveted railway bridge

Configuration of control system for damage tolerance of a tensegrity bridge

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Deriving a load model for the braking force on road bridges: Comparison between a deterministic and a probabilistic approach

Biomineralization in Newly Settled Recruits of the Scleractinian Coral Pocillopora damicornis

A deployable tensegrity footbridge that connects at mid-span

Deployment of a tensegrity footbridge

Mid-span connection of a deployable tensegrity footbridge

Analytical approach for improving damage equivalence factors

Fatigue safety examination of a 150-year old riveted railway bridge

Configuration of control system for damage tolerance of a tensegrity bridge

Lateral Torsional Buckling of steel bridge girders

Toward development of a biomimetic tensegrity footbridge