Seismic vulnerability assessment at urban scale: state of the art and perspectives

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.

In capacity-designed steel moment resisting frames (MRFs), inelastic deformations are mostly concentrated in the steel beams and the column fixed ends of the first story, while the participation of the panel zones in energy dissipation is limited. In such ...

The current practice in capacity-designed steel moment resisting frames (MRFs) worldwide allows for limitedshear yielding in the column web panel zone. As such, inelastic deformations concentrate near the beam ends, thereby leading to flexural stre ...

Earthquakes are natural phenomena that cause ground shaking and damage to people and infrastructures. Despite significant progress achieved in understanding how earthquakes start, propagate, and arrest, many aspects of their physics and mechanics remain no ...

Fluid-driven frictional ruptures are important in a broad range of subsurface engineering technologies and natural earthquake-related phenomena. Some examples of subsurface operations where borehole fluid injections can induce frictional slip are deep geot ...

In capacity designed steel moment resisting frames (MRFs), beam-to-column joints (i.e., panel zones) are designed to remain elastic. To potentially exploit the beneficial aspects of the stable panel zone hysteretic response in shear, a robust panel zone mo ...

Masonry buildings form building aggregates around the world in historical centers, which developed as the layout of the city or village densified. In these aggregates, adjacent buildings can share structural walls, connected at the interfaces by interlocki ...

The stress state is an important parameter in terms of both earthquake nucleation and rupture. Here, a new stimulation technique is proposed for Enhanced Geothermal Systems (EGSs), which have previously been burdened with a number of high-profile incidence ...

In this article, we consider the role of landscape as support for an alternative urban mobility scheme and how architecture can help foster a transition towards a low-carbon system. From that point of departure, we trace the genealogical origins of the ter ...

Free-standing masonry column is a recurrent typology of built cultural heritage. Usually raised without seismic design, columns are subject to intense rocking and overturning under strong ground motions. In this paper, a strategy to assess their seismic vu ...

Seismic vulnerability assessment at urban scale: state of the art and perspectives

Chat with Graph Search

Towards instability-free welded moment connections

Hysteretic behaviour of welded connections with highly inelastic panel zones

Nucleation, propagation, and scale dependence of laboratory frictional ruptures; implications for earthquake mechanics

Three-dimensional fluid-driven frictional ruptures: theory and applications

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

Seismic Testing of Adjacent Interacting Masonry Structures

Single-Well Pore Pressure Preconditioning for Enhanced Geothermal System Stimulation

Conceptualizing Passage-Paysage

Seismic vulnerability assessment of free-standing massive masonry columns by the 3D Discrete Element Method

Seismic vulnerability assessment of masonry buildings through BIM