A comprehensive in situ and laboratory testing programme supporting seismic risk analysis of URM buildings subjected to induced earthquakes

The reliability of a risk assessment procedure is strictly dependent on the adopted hazard, exposure, fragility and consequence models. This paper presents the methodology adopted to support the assessment of the seismic vulnerability of buildings in the Groningen province of the Netherlands by means of a comprehensive in situ and laboratory testing programme. The area, historically not prone to tectonic ground motions, experienced seismic events induced by gas extraction and subsequent reservoir depletion in the last decades. The peculiarity of the input ground motions, the distinctive features and a general lack of knowledge on the seismic response characteristics of the Dutch building stock, and the goal to also assess the collapse risk drove the design and execution of a comprehensive test campaign comprising in situ tests and full-scale shaking table tests of buildings. An overview of the whole campaign is presented, focusing on the merits and roles of the different experimental techniques. The main outcomes of the experimental tests are summarized and additional and wider research findings together with potential research avenues for future studies are also identified.

[1]  Nelson Lam,et al.  Cyclic testing of unreinforced masonry walls in two‐way bending , 2007 .

[2]  Kiarash M. Dolatshahi,et al.  Multi‐directional response of unreinforced masonry walls: experimental and computational investigations , 2016 .

[3]  Julian J. Bommer,et al.  A State-of-Knowledge Review of the Influence of Strong-Motion Duration on Structural Damage , 2006 .

[4]  Guido Magenes,et al.  Experimental seismic performance of a full-scale unreinforced clay-masonry building with flexible timber diaphragms , 2018 .

[5]  G. Andreotti,et al.  Detailed micro-modelling of the direct shear tests of brick masonry specimens: The role of dilatancy , 2018, Engineering Structures.

[6]  Jan G. Rots,et al.  Large-scale testing program for the seismic characterization of Dutch masonry walls. , 2017 .

[7]  Julian J. Bommer,et al.  Developing an Application‐Specific Ground‐Motion Model for Induced Seismicity , 2016 .

[8]  H. Crowley,et al.  Developing fragility and consequence models for buildings in the Groningen field , 2017, Netherlands Journal of Geosciences.

[9]  Jason Ingham,et al.  Shaking table testing of as-built and retrofitted clay brick URM cavity-walls , 2016 .

[10]  Guido Magenes,et al.  Experimental characterisation of calcium-silicate brick masonry for seismic assessment , 2016 .

[11]  A. Penna,et al.  Modelling one-way out-of-plane response of single-leaf and cavity walls , 2018, Engineering Structures.

[12]  A. Correia,et al.  Two-way bending out-of-plane collapse of a full-scale URM building tested on a shake table , 2018, Bulletin of Earthquake Engineering.

[13]  J. Rots,et al.  Characterizing the Material Properties of Dutch Unreinforced Masonry , 2017 .

[15]  Rui Pinho,et al.  Framework for Developing Fragility and Consequence Models for Local Personal Risk , 2017 .

[16]  H. Crowley,et al.  Probabilistic damage assessment of buildings due to induced seismicity , 2018, Bulletin of Earthquake Engineering.

[17]  Simone Peloso,et al.  Dataset from the dynamic shake-table test of a full-scale unreinforced clay-masonry building with flexible timber diaphragms , 2018, Data in brief.

[18]  Guido Magenes,et al.  Testing of Masonry Structures for Seismic Assessment , 1996 .

[19]  Julian J. Bommer,et al.  Hazard and risk assessments for induced seismicity in Groningen , 2017, Netherlands Journal of Geosciences.

[20]  George W. Housner,et al.  Intensity of ground motion during strong earthquakes , 1952 .

[21]  G. Grünthal European macroseismic scale 1998 : EMS-98 , 1998 .

[22]  A. Penna,et al.  Using the Applied Element Method to simulate the dynamic response of full-scale URM houses tested to collapse or near-collapse conditions , 2018 .

[23]  Jaroslav Vaculik Unreinforced masonry walls subjected to out-of-plane seismic actions. , 2012 .

[24]  A. Penna,et al.  THE APPLIED ELEMENT METHOD AND THE MODELLING OF BOTH IN-PLANE AND OUT-OF-PLANE RESPONSE OF URM WALLS , 2018 .

[25]  R. Davies,et al.  Global review of human-induced earthquakes , 2017 .

[26]  Julian J. Bommer,et al.  A Monte Carlo Method for Probabilistic Hazard Assessment of Induced Seismicity due to Conventional Natural Gas Production , 2015 .

[27]  Rui Pinho,et al.  Cyclic testing and analysis of a full-scale cast-in-place reinforced concrete wall-slab-wall structure , 2018, Bulletin of Earthquake Engineering.

[28]  Guido Magenes,et al.  Experimental response of URM single leaf and cavity walls in out-of-plane two-way bending generated by seismic excitation , 2019, Construction and Building Materials.

[29]  Guido Magenes,et al.  Shaking table test on a full scale URM cavity wall building , 2017, Bulletin of Earthquake Engineering.

[30]  Serena Cattari,et al.  TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings , 2013 .

[31]  Jan G. Rots,et al.  A multiscale experimental characterisation of Dutch unreinforced masonry buildings , 2018 .

[32]  Guido Magenes,et al.  Out-of-plane shaking table tests on URM single leaf and cavity walls , 2016 .

[33]  Jan G. Rots,et al.  Cyclic pushover test on an unreinforced masonry structure reseambling a typical Dutch terraced house , 2017 .

[34]  Sergio Lagomarsino,et al.  Out-of-plane static and dynamic response of masonry panels , 2017 .

[35]  J. Bommer,et al.  The Purpose and Definition of the Minimum Magnitude Limit in PSHA Calculations , 2017 .

[36]  A. C. Costa,et al.  COLLAPSE SHAKE-TABLE TEST ON A URM-TIMBER , 2018 .

[37]  A. Penna,et al.  Using the applied element method for modelling calcium silicate brick masonry subjected to in‐plane cyclic loading , 2018 .

[38]  J. Rots,et al.  A masonry catalogue for the Groningen region , 2018 .

[39]  M. Griffith,et al.  Out-of-plane shaketable testing of unreinforced masonry walls in two-way bending , 2018, Bulletin of Earthquake Engineering.

[40]  Paulo B. Lourenço,et al.  Capacity interaction in brick masonry under simultaneous in-plane and out-of-plane loads , 2013 .

[41]  E. Brunesi,et al.  Cyclic testing of a full-scale two-storey reinforced precast concrete wall-slab-wall structure , 2018, Bulletin of Earthquake Engineering.

[42]  J. Bommer,et al.  The Relationship between M and ML: A Review and Application to Induced Seismicity in the Groningen Gas Field, The Netherlands , 2018 .