Publications related to Bending moment

Effect of load distribution and variable depth on shear resistance of slender beams without stirrups

The shear resistance of elements without stirrups has mainly been investigated by test setups involving simply supported beams of constant thickness subjected to one- or two-point loading, and most of the formulas included in codes have been adjusted using ...

ACI Structural Journal2012

MATHICSE Technical Report : Moment equations for the mixed formulation of the Hodge Laplacian with stochastic data

Fabio Nobile, Annalisa Buffa, Francesca Bonizzoni

We study the mixed formulation of the stochastic Hodge-Laplace problem defined on a n-dimensional domain D (

n \geq 1

), with random forcing term. In particular, we focus on the magnetostatic problem and on the Darcy problem in the three dimensional case. ...

MATHICSE2012

Two-dimensional cantilever array with varying spring constants and tip radii for life-science applications

Nico de Rooij, Terunobu Akiyama, Sebastian Gautsch, Peter Vettiger, Frédéric Loizeau, André Meister

A fabrication process for realising two-dimensional cantilever arrays for parallel force spectroscopy of biological samples is presented. The parallel optical atomic force microscopy readout system has been developed and presented elsewhere. The arrays are ...

2012

Robert Maillart's Key Methods From the Salginatobel Bridge Design Process (1928)

Corentin Jean Dominique Fivet

This paper sheds light on some of the graphical methods used by Robert Maillart to design the Salginatobel Bridge, a three-hinged concrete structure spanning 90 meters. Built in 1929, this masterpiece has since received extensive recognition both for its s ...

2012

Punching of Flat Slabs with Large Amounts of Shear Reinforcement

Stefan Lips

Punching shear reinforcement is an efficient method to increase not only the strength but also the deformation capacity of flat slabs supported by columns. Especially, the increase in deformation capacity is desired so that the load can be distributed to o ...

EPFL2012

Coherent perfect absorption mediated anomalous reflection and refraction

Olivier Martin, Shourya Dutta Gupta

We show bending of light on the same side of the normal in a free-standing corrugated metal film under bidirectional illumination. Coherent perfect absorption (CPA) is exploited to suppress the specular zeroth order leading to effective back-bending of lig ...

Optical Soc Amer2012

Dual‐band, Dual‐polarized Reflectarray antenna in Ku Band

Hamed Hasani

This paper presents a dual-band single layer printed reflectarray antenna with closely separated frequency bands centered at 12 and 14 GHz. The novel unit cell, with which the antenna has been designed, consists of a printed cross-dipole and a split ring e ...

2012

Influence de la précontrainte sur la résistance au poinçonnement de dalles en béton armé

Thibault Clément

Flat slabs are commonly used in Switzerland but also in north America and in many European countries. Slab bridges are also a typical solution for crossing of motorways for example. In both cases, supporting a slab by columns is justified by the simplicity ...

EPFL2012

Ambulatory measurement of ankle kinetics for clinical applications

Kamiar Aminian, Julien Favre, Xavier Crevoisier, Hossein Rouhani

This study aimed to design and validate the measurement of ankle kinetics (force, moment, and power) during consecutive gait cycles and in the field using an ambulatory system. An ambulatory system consisting of plantar pressure insole and inertial sensors ...

2011

Crushing and Flexural Strength of Slab-Column Joints

Aurelio Muttoni, Miguel Fernández Ruiz, Roberto Guidotti

In multi-storey buildings, columns are usually not continuous through the slabs to enhance ease of construction. Consequently, in slab–column joints, slabs have to carry column loads in addition to the shear and bending moments due to loads applied to the ...

Engineering structures2011

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Effect of load distribution and variable depth on shear resistance of slender beams without stirrups

MATHICSE Technical Report : Moment equations for the mixed formulation of the Hodge Laplacian with stochastic data

Two-dimensional cantilever array with varying spring constants and tip radii for life-science applications

Robert Maillart's Key Methods From the Salginatobel Bridge Design Process (1928)

Punching of Flat Slabs with Large Amounts of Shear Reinforcement

Coherent perfect absorption mediated anomalous reflection and refraction

Dual‐band, Dual‐polarized Reflectarray antenna in Ku Band

Influence de la précontrainte sur la résistance au poinçonnement de dalles en béton armé

Ambulatory measurement of ankle kinetics for clinical applications

Crushing and Flexural Strength of Slab-Column Joints

Dual‐band, Dual‐polarized Reflectarray antenna in Ku Band

Punching of Flat Slabs with Large Amounts of Shear Reinforcement

Effect of load distribution and variable depth on shear resistance of slender beams without stirrups

Two-dimensional cantilever array with varying spring constants and tip radii for life-science applications

Robert Maillart's Key Methods From the Salginatobel Bridge Design Process (1928)

MATHICSE Technical Report : Moment equations for the mixed formulation of the Hodge Laplacian with stochastic data

Influence de la précontrainte sur la résistance au poinçonnement de dalles en béton armé

Coherent perfect absorption mediated anomalous reflection and refraction

Ambulatory measurement of ankle kinetics for clinical applications

Crushing and Flexural Strength of Slab-Column Joints