{"id":4853,"date":"2024-08-07T11:44:33","date_gmt":"2024-08-07T14:44:33","guid":{"rendered":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/?p=4853"},"modified":"2024-08-07T13:10:33","modified_gmt":"2024-08-07T16:10:33","slug":"world-conference-on-earthquake-engineering-2024","status":"publish","type":"post","link":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/world-conference-on-earthquake-engineering-2024\/","title":{"rendered":"World Conference on Earthquake Engineering 2024"},"content":{"rendered":"\t\t
\n\t\t\t\t\t\t
\n\t\t\t\t\t\t
\n\t\t\t\t\t
\n\t\t\t
\n\t\t\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t\t

Profesores y estudiantes del DIEG participaron de la WCEE 2024 en Mil\u00e1n, Italia.<\/h3>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t
\n\t\t\t\t\t\t
\n\t\t\t\t\t
\n\t\t\t
\n\t\t\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t\t\t\t\t\t

Entre el 30 de junio y el 5 de julio se llev\u00f3 a cabo la 18\u00b0 versi\u00f3n de la World Conference on Earthquake Engineering en Mil\u00e1n, Italia, la instancia acad\u00e9mica de mayor importancia de nuestras disciplinas. Entre m\u00e1s de 4000 asistentes, acad\u00e9micos, estudiantes y graduados del DIEG se hicieron presentes con sus investigaciones.

Destacamos tambi\u00e9n la participaci\u00f3n de muchos investigadores de universidades chilenas.<\/p>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t

\n\t\t\t\t
\n\t\t\t\t\t\t\t
\n\t\t\t
\n\t\t\t\t\t\t\t\t
\"Estudiantes
Estudiantes DIEG en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Marco Gallegos en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Henrry Rojas en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Juan Grand\u00f3n en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Karla Pati\u00f1o en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiantes
Estudiantes DIEG junto a profesora Rosita J\u00fcnemann.<\/figcaption><\/figure><\/div>
\"Estudiantes
Estudiantes DIEG junto a profesora Rosita J\u00fcnemann.<\/figcaption><\/figure><\/div>
\"Acad\u00e9micos
Acad\u00e9micos DIEG en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Monserrat Buenrostro en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Javier Nebrijo en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiante
Estudiante Oscar Contreras en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Comunidad
Comunidad chilena en la WCEE 2024<\/figcaption><\/figure><\/div>
\"Estudiantes
Estudiantes DIEG junto a profesora Rosita J\u00fcnemann.<\/figcaption><\/figure><\/div>\t\t\t<\/div>\n\t\t\t\t\t\t\t\t\t\t\t\t
\n\t\t\t\t\t\t<\/i>\t\t\t\t\t<\/div>\n\t\t\t\t\t
\n\t\t\t\t\t\t<\/i>\t\t\t\t\t<\/div>\n\t\t\t\t\n\t\t\t\t\t\t\t\t\t
<\/div>\n\t\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t
\n\t\t\t\t
\n\t\t\t\t\t\t\t\t\t

A continuaci\u00f3n te dejamos el listado de presentaciones y art\u00edculos que contaron con participaci\u00f3n de acad\u00e9micos, estudiantes y graduados del DIEG:<\/p>

  • UNVEILING THE LINK BETWEEN MECHANICAL COUPLING AND GROUND MOTION FROM FUTURE MEGA-EARTHQUAKES. J. Crempien, V. Becerra Carre\u00f1o, C.Fern\u00e1ndez, M. Moreno.<\/li>
  • NUMERICAL MODELING AND VALIDATION OF A NEW FRICTIONAL ISOLATOR WITH IMPROVED LATERAL IMPACT BEHAVIOR.\u00a0G. Auad, J.L. Almaz\u00e1n.<\/li>
  • MULTI-OBJECTIVE OPTIMIZATION OF BUILDINGS EQUIPPED WITH TWO-LAYER ISOLATION SYSTEMS WITH INERTERS. O. Contreras-Bejarano, D. Lopez-Garcia, J.D. Villalba-Morales.<\/li>
  • A NUMERICAL MODEL FOR THE MULTI-AXIAL RESPONSE OF HIGH DAMPING RUBBER BEARINGS (HDRBS). J.A. Gallardo, J.C. de la Llera, J.I. Restrepo, M. Chen.<\/li>
  • VERTICAL-ROCKING ISOLATION: FULL-SCALE SHAKING TABLE TESTS AND MODELING OF A 3000-LITER STORAGE TANK. S. Reyes, M. Vassiliou, J.L. Almaz\u00e1n, N. Tapia, J. Colombo, J.C. de la Llera.<\/li>
  • OUT-OF-PLANE FRAGILITY CURVES OF STEEL-FRAMED GYPSUM PARTITIONS WITH SCREW AND ADHESIVE CONNECTIONS. C. Guzman, G. Araya-Letelier, R. Astroza, E. Miranda, M.F. Gallegos.<\/li>
  • SEISMIC PERFORMANCE ASSESSMENT OF UNANCHORED MEDICAL EQUIPMENT USING THE CAMERA PROJECTION TECHNIQUE. J. Guaman-Cabrera, J.C. de la Llera, D. Mery.<\/li>
  • SIMPLIFIED NONLINEAR MODEL FOR SIMULATING DAMAGED REINFORCED CONCRETE WALLS. H.A. Galvez ,M.A.\u00a0 Hube, R.S. Henry, R.J\u00fcnemann.<\/li>
  • AMPLIFICATION FACTORS OF TORSIONALLY COUPLED RC FRAME BUILDINGS USING ARTIFICIAL INTELLIGENCE. J.C. De La LLera, M. Arre, F. Bertin, J.P. Mu\u00f1oz, J.C. Reyes.<\/li>
  • SEISMIC RISK SENSITIVITY ANALYSIS OF A LARGE DRINKING WATER DISTRIBUTION NETWORK IN CENTRAL CHILE. J.P. Mu\u00f1oz, J.C. de la Llera, S. Castro, Y. Alberto, A. Poulos, F. Arrospide.<\/li>
  • A CASE STUDY ON SEISMIC FRAGILITY ASSESSMENT OF HISTORICAL UNREINFORCED MASONRY BUILDING AGGREGATES. N.C. Palazzi, J.P. Mu\u00f1oz, F. Bertin, J.C. de la Llera, D. D’Ayala.<\/li>
  • HEALTH CARE SYSTEM RESILIENCE AFTER THE 27-F EARTHQUAKE AND TSUNAMI. M. Monsalve, J.C. de la Llera<\/li>
  • SIMULATION PLATFORM FOR EARTHQUAKE PERFORMANCE EVALUATION OF URGENT MEDICAL CARE NETWORKS. J.C. de la Llera, P. Aguirre, G. Candia, A. Cataldo, M. Monsalve, J.P. Mu\u00f1oz, M. Arre, F. Bert\u00edn, G. Angulo, J. Verschae, J.C. Hern\u00e1ndez, Y. Merino, J. Guaman.<\/li>
  • PRIORITIZING SEISMIC RETROFIT OF BRIDGES: A HYBRID MULTI-CRITERIA DECISION-MAKING APPROACH INCORPORA. H. Rojas Asuero, E. Amaya, H. Santa Mar\u00eda.<\/li>
  • REPARABILITY LIMITS FOR EARTHQUAKE-DAMAGED RC WALLS WITH UNCONFINED BOUNDARIES. E. Chac\u00f3n-Valero, M. Hube, H. Santa Mar\u00eda.<\/li>
  • EXPECTED SHEAR FORCE FOR SEISMIC DESIGN OF REINFORCED CONCRETE WALLS. J. Grand\u00f3n, M. Hube.<\/li>
  • SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES INCORPORATING DUCTILE COLUMN -BASE CONNECTIONS. M. Medalla, P. Torres-Rodas, D. L\u00f3pez-Garc\u00eda.<\/li>
  • THE IMPACT OF TALL BUILDINGS ON SEISMIC EARTH PRESSURES ACTING ON BASEMENT WALLS. F. Pinto, S. Dashti, C. Ledezma, J. Abell<\/li>
  • EVALUATION OF COMPUTATIONAL UPSCALING ON DSSI EFFECTS IN BUILDINGS WITH MULTIPLE BASEMENTS. F. Zamorano, E. Saez, H. Segaline, J. Ubilla, B. LLanquilef.<\/li>
  • SEISMIC FRAGILITY CONSIDERING SOIL TYPE CLASSIFICATIONS: A CASE STUDY ON ALEG-SUPPORTED TANK. J. Colombo, J. Wilches.<\/li>
  • EFFECTS OF GEOTECHNICAL UNCERTAINTY ON THE SEISMIC PERFORMANCE OF BRIDGES. F. Pinto, B. Guajardo, R. Astroza.<\/li>
  • EARTHQUAKE INDUCED LOSS AND DOWNTIME OF SEISMICALLY ENHANCED RC
    DUAL WALL-FRAME BUILDINGS IN CHILE. M.F. Gallegos, G. Araya-
    Letelier, D. L\u00f3pez- Garc\u00eda, C. Molina Hutt.<\/li>
  • EMPIRICAL FRAGILITY CURVES FOR DIFFERENT TYPES OF HOUSES, USING DIFFERENT\u00a0 INTENSITY MEASURE. T. Cabrera, M. Hube, H. Santa Mar\u00eda.<\/li>
  • BUILDING SURROGATE MODELS FOR SEISMIC PERFORMANCE EVALUATIONS USING DIMENSIONALITY REDUCTION AND RF. Monsalve, E. Ferrario, J.C. de la Llera.<\/li>
  • SEISMIC COLLAPSE RISK ASSESSMENT OF T-SHAPED\u00a0 REINFORCED CONCRETE SHEAR WALLS IN CHILE. J.\u00a0 V\u00e1squez, P. Heresi.<\/li>
  • CONSISTENT FRAGILITY FUNCTIONS FOR RESIDENTIAL BUILDINGS IN CHILE.\u00a0 R. J\u00fcnemann, C. Cortez, M. Damian, P. Heresi, J. Crempien G.F., A. Urrutia, F. Zurita.<\/li>
  • SHAKERMAKER: HIGH-FIDELITY EARTHQUAKE SIMULATIONS FOR SEISMIC ANALYSIS WITH THE DRM. J.A.\u00a0 Abell, J. Crempien de
    la Carrera, O. Oyarce.<\/li>
  • NATIONAL EXPOSURE\u00a0 MODEL FOR INDUSTRIAL STRUCTURES IN CHILE. F. Sanchez, H. Santa Mar\u00eda, P. Aguirre.<\/li>
  • CONSISTENT EARTHQUAKE AND TSUNAMI SEQUENTIAL\u00a0 ANALYSIS OF A REINFORCED
    CONCRETE RESIDENTIAL BUILDING. J. Nebrijo, R. J\u00fcnemann.<\/li>
  • PROBABILITY DISTRIBUTIONS OF TSUNAMI INTENSITY MEASURES WITH CNNS FROM UPLIFT DATA. M. Buenrostro, J.G.F. Crempien, R. J\u00fcnemann, A. Urrutia.<\/li><\/ul>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"

    Profesores y estudiantes del DIEG participaron de la WCEE 2024 en Mil\u00e1n, Italia. Entre el 30 de junio y el 5 de julio se llev\u00f3 a cabo la 18\u00b0 versi\u00f3n de la World Conference on Earthquake Engineering en Mil\u00e1n, Italia, la instancia acad\u00e9mica de mayor importancia de nuestras disciplinas. Entre m\u00e1s de 4000 asistentes, acad\u00e9micos, estudiantes y graduados del DIEG se hicieron presentes con sus investigaciones. Destacamos tambi\u00e9n la participaci\u00f3n de muchos investigadores de universidades chilenas. Estudiantes DIEG en la WCEE 2024 Estudiante Marco Gallegos en la WCEE 2024 Estudiante Henrry Rojas en la WCEE 2024 Estudiante Juan Grand\u00f3n en la WCEE 2024 Estudiante Karla Pati\u00f1o en la WCEE 2024 Estudiantes DIEG junto a profesora Rosita J\u00fcnemann. Estudiantes DIEG junto a profesora Rosita J\u00fcnemann. Acad\u00e9micos DIEG en la WCEE 2024 Estudiante Monserrat Buenrostro en la WCEE 2024 Estudiante Javier Nebrijo en la WCEE 2024 Estudiante Oscar Contreras en la WCEE 2024 Comunidad chilena en la WCEE 2024 Estudiantes DIEG junto a profesora Rosita J\u00fcnemann. A continuaci\u00f3n te dejamos el listado de presentaciones y art\u00edculos que contaron con participaci\u00f3n de acad\u00e9micos, estudiantes y graduados del DIEG: UNVEILING THE LINK BETWEEN MECHANICAL COUPLING AND GROUND MOTION FROM FUTURE MEGA-EARTHQUAKES. J. Crempien, V. Becerra Carre\u00f1o, C.Fern\u00e1ndez, M. Moreno. NUMERICAL MODELING AND VALIDATION OF A NEW FRICTIONAL ISOLATOR WITH IMPROVED LATERAL IMPACT BEHAVIOR.\u00a0G. Auad, J.L. Almaz\u00e1n. MULTI-OBJECTIVE OPTIMIZATION OF BUILDINGS EQUIPPED WITH TWO-LAYER ISOLATION SYSTEMS WITH INERTERS. O. Contreras-Bejarano, D. Lopez-Garcia, J.D. Villalba-Morales. A NUMERICAL MODEL FOR THE MULTI-AXIAL RESPONSE OF HIGH DAMPING RUBBER BEARINGS (HDRBS). J.A. Gallardo, J.C. de la Llera, J.I. Restrepo, M. Chen. VERTICAL-ROCKING ISOLATION: FULL-SCALE SHAKING TABLE TESTS AND MODELING OF A 3000-LITER STORAGE TANK. S. Reyes, M. Vassiliou, J.L. Almaz\u00e1n, N. Tapia, J. Colombo, J.C. de la Llera. OUT-OF-PLANE FRAGILITY CURVES OF STEEL-FRAMED GYPSUM PARTITIONS WITH SCREW AND ADHESIVE CONNECTIONS. C. Guzman, G. Araya-Letelier, R. Astroza, E. Miranda, M.F. Gallegos. SEISMIC PERFORMANCE ASSESSMENT OF UNANCHORED MEDICAL EQUIPMENT USING THE CAMERA PROJECTION TECHNIQUE. J. Guaman-Cabrera, J.C. de la Llera, D. Mery. SIMPLIFIED NONLINEAR MODEL FOR SIMULATING DAMAGED REINFORCED CONCRETE WALLS. H.A. Galvez ,M.A.\u00a0 Hube, R.S. Henry, R.J\u00fcnemann. AMPLIFICATION FACTORS OF TORSIONALLY COUPLED RC FRAME BUILDINGS USING ARTIFICIAL INTELLIGENCE. J.C. De La LLera, M. Arre, F. Bertin, J.P. Mu\u00f1oz, J.C. Reyes. SEISMIC RISK SENSITIVITY ANALYSIS OF A LARGE DRINKING WATER DISTRIBUTION NETWORK IN CENTRAL CHILE. J.P. Mu\u00f1oz, J.C. de la Llera, S. Castro, Y. Alberto, A. Poulos, F. Arrospide. A CASE STUDY ON SEISMIC FRAGILITY ASSESSMENT OF HISTORICAL UNREINFORCED MASONRY BUILDING AGGREGATES. N.C. Palazzi, J.P. Mu\u00f1oz, F. Bertin, J.C. de la Llera, D. D’Ayala. HEALTH CARE SYSTEM RESILIENCE AFTER THE 27-F EARTHQUAKE AND TSUNAMI. M. Monsalve, J.C. de la Llera SIMULATION PLATFORM FOR EARTHQUAKE PERFORMANCE EVALUATION OF URGENT MEDICAL CARE NETWORKS. J.C. de la Llera, P. Aguirre, G. Candia, A. Cataldo, M. Monsalve, J.P. Mu\u00f1oz, M. Arre, F. Bert\u00edn, G. Angulo, J. Verschae, J.C. Hern\u00e1ndez, Y. Merino, J. Guaman. PRIORITIZING SEISMIC RETROFIT OF BRIDGES: A HYBRID MULTI-CRITERIA DECISION-MAKING APPROACH INCORPORA. H. Rojas Asuero, E. Amaya, H. Santa Mar\u00eda. REPARABILITY LIMITS FOR EARTHQUAKE-DAMAGED RC WALLS WITH UNCONFINED BOUNDARIES. E. Chac\u00f3n-Valero, M. Hube, H. Santa Mar\u00eda. EXPECTED SHEAR FORCE FOR SEISMIC DESIGN OF REINFORCED CONCRETE WALLS. J. Grand\u00f3n, M. Hube. SEISMIC PERFORMANCE OF STEEL MOMENT FRAMES INCORPORATING DUCTILE COLUMN -BASE CONNECTIONS. M. Medalla, P. Torres-Rodas, D. L\u00f3pez-Garc\u00eda. THE IMPACT OF TALL BUILDINGS ON SEISMIC EARTH PRESSURES ACTING ON BASEMENT WALLS. F. Pinto, S. Dashti, C. Ledezma, J. Abell EVALUATION OF COMPUTATIONAL UPSCALING ON DSSI EFFECTS IN BUILDINGS WITH MULTIPLE BASEMENTS. F. Zamorano, E. Saez, H. Segaline, J. Ubilla, B. LLanquilef. SEISMIC FRAGILITY CONSIDERING SOIL TYPE CLASSIFICATIONS: A CASE STUDY ON ALEG-SUPPORTED TANK. J. Colombo, J. Wilches. EFFECTS OF GEOTECHNICAL UNCERTAINTY ON THE SEISMIC PERFORMANCE OF BRIDGES. F. Pinto, B. Guajardo, R. Astroza. EARTHQUAKE INDUCED LOSS AND DOWNTIME OF SEISMICALLY ENHANCED RCDUAL WALL-FRAME BUILDINGS IN CHILE. M.F. Gallegos, G. Araya-Letelier, D. L\u00f3pez- Garc\u00eda, C. Molina Hutt. EMPIRICAL FRAGILITY CURVES FOR DIFFERENT TYPES OF HOUSES, USING DIFFERENT\u00a0 INTENSITY MEASURE. T. Cabrera, M. Hube, H. Santa Mar\u00eda. BUILDING SURROGATE MODELS FOR SEISMIC PERFORMANCE EVALUATIONS USING DIMENSIONALITY REDUCTION AND RF. Monsalve, E. Ferrario, J.C. de la Llera. SEISMIC COLLAPSE RISK ASSESSMENT OF T-SHAPED\u00a0 REINFORCED CONCRETE SHEAR WALLS IN CHILE. J.\u00a0 V\u00e1squez, P. Heresi. CONSISTENT FRAGILITY FUNCTIONS FOR RESIDENTIAL BUILDINGS IN CHILE.\u00a0 R. J\u00fcnemann, C. Cortez, M. Damian, P. Heresi, J. Crempien G.F., A. Urrutia, F. Zurita. SHAKERMAKER: HIGH-FIDELITY EARTHQUAKE SIMULATIONS FOR SEISMIC ANALYSIS WITH THE DRM. J.A.\u00a0 Abell, J. Crempien dela Carrera, O. Oyarce. NATIONAL EXPOSURE\u00a0 MODEL FOR INDUSTRIAL STRUCTURES IN CHILE. F. Sanchez, H. Santa Mar\u00eda, P. Aguirre. CONSISTENT EARTHQUAKE AND TSUNAMI SEQUENTIAL\u00a0 ANALYSIS OF A REINFORCEDCONCRETE RESIDENTIAL BUILDING. J. Nebrijo, R. J\u00fcnemann. PROBABILITY DISTRIBUTIONS OF TSUNAMI INTENSITY MEASURES WITH CNNS FROM UPLIFT DATA. M. Buenrostro, J.G.F. Crempien, R. J\u00fcnemann, A. Urrutia.<\/p>\n","protected":false},"author":8,"featured_media":4854,"comment_status":"closed","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"set","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[18],"tags":[],"class_list":["post-4853","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-estructural-noticias"],"_links":{"self":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/4853","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/users\/8"}],"replies":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/comments?post=4853"}],"version-history":[{"count":4,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/4853\/revisions"}],"predecessor-version":[{"id":4871,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/posts\/4853\/revisions\/4871"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media\/4854"}],"wp:attachment":[{"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/media?parent=4853"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/categories?post=4853"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.ing.uc.cl\/estructural-y-geotecnica\/wp-json\/wp\/v2\/tags?post=4853"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}