Publication

Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering

Graph Chat

Chat with Graph Search

Ask any question about EPFL courses, lectures, exercises, research, news, etc. or try the example questions below.

DISCLAIMER: The Graph Chatbot is not programmed to provide explicit or categorical answers to your questions. Rather, it transforms your questions into API requests that are distributed across the various IT services officially administered by EPFL. Its purpose is solely to collect and recommend relevant references to content that you can explore to help you answer your questions.

Proposed Updates to the ASCE 41 Nonlinear Modeling Parameters for Wide-Flange Steel Columns in Support of Performance-Based Seismic Engineering

Chat with Graph Search

Code-based ground motion selection and scaling for seismic assessment: Application to two masonry building case studies

A Softening Constitutive Law and Gradient-Inelastic Fiber-Based Element for 3-Dimensional Frame Simulations Under Seismic Excitations

Reducing uncertainties in response predictions of earthquake-damaged masonry buildings using data from image-based inspection

Shear and steel-fibre reinforcement for the punching resistance of flat slabs at internal and edge columns

Numerical Modeling of FRP-Strengthened Masonry Structures Using Equivalent Frame Models

Experimental Investigation on Size-Effect of Rubble Stone Masonry Walls Under In-Plane Horizontal Loading: Overview and Preliminary Results

Influence of model uncertainty and long term deformations in action effects calculation in reinforced concrete structures

Short-term behavior of glass fiber-polymer composite bending-active elastica beam under service load application

Experimental and analytical investigation of shear-reinforced concrete and dowel action

FLO:RE – A new floor system made of reused reinforced concrete and steel elements

Experimental investigation of dowel action in reinforcing bars using refined measurements

Fault roughness controls injection-induced seismicity

Seismic Testing of Adjacent Interacting Masonry Structures – Analysis of a Blind Prediction

Reuse of cut concrete slabs in new buildings for circular ultra-low-carbon floor designs

Contributions to rebar-to-concrete interaction and its structural implications for design and monitoring applications

Geometric tolerances of welded connections with inelastic panel zones

Towards instability-free welded moment connections

Seismic Assessment and Retrofit of Pre-Northridge High Rise Steel Moment Resisting Frame Buildings with Bilinear Oil Dampers

Dissipative Embedded Column Bases for Enhanced Seismic Performance of Steel Moment Resisting Frames

Proposed Panel Zone Model for Beam-To-Column Joints in Steel Moment Resisting Frames