10 research outputs found
El Colegio Nuestra Señora del Recuerdo de Luis Laorga, Madrid, 1957-1958
Abstract
Objective
Nuestra Señora del Recuerdo School designed by Luis Laorga synthesizes the common
concerns of school architecture at a moment of intense activity in the study of typology and it
stands out as an exemplary work as well. The research identifies the values and contribution of
this building and determines its relevance in the history of the Spanish architecture.
Methodology
This work places Nuestra Señora del Recuerdo School in its historical context, analyzes the
building in detail using original documentation and determines its impact in the architecture
journals of the period.
Conclusions
The project was created on the basis of rationalist patterns and offered particular concepts that
contributed to the development of typology. This design became a point of reference for later
projects due to its diffusion in specialized journals that, with these publications, put a Spanish
school on the level of international vanguard for the first time.
Originality
Although the Laorga’s school building was valued in its time, it has not been enough heeded by
historiography mainly as consequence of its demolition. Therefore, the study of this project in
depth is considered proper to highlight its contribution as an architecture work. This paper is not
only writing to researchers but also to all architects by the current validity of its architectural
principles.Objetivo
En un momento de intensa actividad en la reformulación de la arquitectura escolar, el colegio
Nuestra Señora del Recuerdo de Luis Laorga incorporó avances en la tipología de acuerdo a
las nuevas necesidades pedagógicas y destacó como una obra ejemplar de arquitectura. La
investigación pretende identificar los valores y aportaciones de este edificio, así como
determinar su relevancia en la historia de la arquitectura española.
Metodología
Este trabajo sitúa la obra en su contexto histórico, analiza en detalle el edificio a partir de la
documentación original de la obra y determina su repercusión a través de su aparición en
publicaciones de arquitectura de la época.
Conclusiones
Si bien el proyecto partió de patrones racionalistas, añadió aportaciones particulares que
contribuyeron al desarrollo de la tipología escolar. Esta obra se convirtió en una referencia para
proyectos posteriores gracias a su difusión a través de las revistas especializadas que
equipararon por primera vez una escuela española a los ejemplos de vanguardia
internacionales.
Originalidad
El colegio de Laorga, aunque fue valorado en el momento de su construcción, ha sido poco
atendido por la historiografía, principalmente como consecuencia de su demolición. Por tanto,se considera valioso el estudio en detalle de este proyecto, para rescatar sus aportaciones y valores como obra arquitectónica. Este artículo no sólo se dirige a investigadores sino también
al conjunto de los arquitectos por la vigencia de su valor como proyecto arquitectónico
Ductility of wide-beam RC frames as lateral resisting system
[EN] Some Mediterranean seismic codes consider wide-beam reinforced concrete moment resisting frames (WBF) as horizontal load carrying systems that cannot guarantee high ductility performances. Conversely, Eurocode 8 allows High Ductility Class (DCH) design for such structural systems. Code prescriptions related to WBF are systematically investigated. In particular, lesson learnt for previous earthquakes, historical reasons, and experimental and numerical studies underpinning specific prescriptions on wide beams in worldwide seismic codes are discussed. Local and global ductility of WBF are then analytically investigated through (1) a parametric study on chord rotations of wide beams with respect to that of deep beams, and (2) a spectral-based comparison of WBF with conventional reinforced concrete moment resisting frames (i.e. with deep beams). Results show that the set of prescriptions given by modern seismic codes provides sufficient ductility to WBF designed in DCH. In fact, global capacity of WBF relies more on the lateral stiffness of the frames and on the overstrength of columns rather than on the local ductility of wide beams, which is systematically lower with respect to that of deep beams.Gómez-Martínez, F.; Alonso Durá, A.; De Luca, F.; Verderame, GM. (2016). Ductility of wide-beam RC frames as lateral resisting system. Bulletin of Earthquake Engineering. 14(6):1545-1569. doi:10.1007/s10518-016-9891-xS15451569146ACI (1989) Building code requirements for reinforced concrete (ACI 318-89). ACI Committee 318, American Concrete Institute, Farmington Hills, Michigan, USAACI (2008) Building code requirements for structural concrete (ACI 318-08) and commentary (318-08). ACI Committee 318, American Concrete Institute, Farmington Hills, Michigan, USAACI-ASCE (1991) Recommendations for design of beam-column connections in monolithic reinforced concrete structures (ACI 352R-91). Joint ACI-ASCE Committee 352, American Concrete Institute, Farmington Hills, Michigan, USAACI-ASCE (2002) Recommendations for design of beam-column connections in monolithic reinforced concrete structures (ACI 352R-02). Joint ACI-ASCE Committee 352, American Concrete Institute, Farmington Hills, Michigan, USAArslan MH, Korkmaz HH (2007) What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey? Eng Fail Anal 14(1):1–22ASCE (2007) Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-06. American Society of Civil Engineers, RestonASCE (2010) Minimum Design Loads for Building and Other Structures, ASCE/SEI 7-10. American Society of Civil Engineers, RestonBenavent-Climent A (2007) Seismic behavior of RC side beam-column connections under dynamic loading. J Earthquake Eng 11:493–511Benavent-Climent A, Zahran R (2010) An energy-based procedure for the assessment of seismic capacity of existing frames: application to RC wide beam systems in Spain. Soil Dyn Earthq Eng 30:354–367Benavent-Climent A, Cahís X, Zahran R (2009) Exterior wide beam-column connections in existing RC frames subjected to lateral earthquake loads. Eng Struct 31:1414–1424Benavent-Climent A, Cahís X, Vico JM (2010) Interior wide beam-column connections in existing RC frames subjected to lateral earthquake loading. Bull Earthq Eng 8:401–420BHRC (2004) Iranian Code of Practice for Seismic Resistant Design of Buildings. Standard Nº 2800, 3rd edn. Building and Housing Research Center, TehranBorzi B, Elnashai AS (2000) Refined force reduction factors for seismic design. Eng Struct 22:1244–1260Borzi B, Pinho R, Crowley H (2008) Simplified pushover-based vulnerability analysis for large-scale assessment of RC buildings. Eng Struct 30:804–820BSI (2004) Eurocode 2: Design of concrete structures: Part 1-1: General rules and rules for buildings. British Standards Institutions, LondonCalvi GM (1999) A displacement-based approach for vulnerability evaluation of classes of buildings. J Earthquake Eng 3(3):411–438CDSC (1994) Seismic construction code, NCSR-94. Committee for the Development of Seismic Codes, Spanish Ministry of Construction, Madrid, Spain (in Spanish)CDSC (2002) Seismic construction code, NCSE-02. Committee for the Development of Seismic Codes, Spanish Ministry of Construction, Madrid, Spain (in Spanish)CEN (2004) Eurocode 8: design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings. European Standard EN 1998-1:2003—Comité Européen de Normalisation, Brussels, BelgiumCEN (2005) Eurocode 8: design of structures for earthquake resistance—part 3: assessment and retrofitting of buildings. European Standard EN 1998-1:2005—Comité Européen de Normalisation, Brussels, BelgiumCheung PC, Paulay T, Park R (1991) Mechanisms of slab contributions in beam-column subassemblages. ACI Spec Publ 123Cosenza E, Manfredi G, Polese M, Verderame GM (2005) A multilevel approach to the capacity assessment of existing RC buildings. J Earthquake Eng 9(1):1–22Crowley H, Pinho R (2010) Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis. Earthquake Eng Struct Dynam 39:223–235CS.LL.PP (2009) Instructions for the application of the technique code for the Constructions. Official Gazette of the Italian Republic, 47, Regular Supplement no. 27 (in Italian)De Luca F, Vamvatsikos D, Iervolino I (2013) Near-optimal piecewise linear fits of static pushover capacity curves for equivalent SDOF analysis. Earthquake Eng Struct Dynam 42(4):523–543De Luca F, Verderame GM, Gómez-Martínez F, Pérez-García A (2014) The structural role played by masonry infills on RC building performances after the 2011 Lorca, Spain, earthquake. Bull Earthq Eng 12(5):1999–2026Decanini LD, Mollaioli F (2000) Analisi di vulnerabilità sismica di edifici in cemento armato pre-normativa. In: Cosenza E (ed) Comportamento sismico di edifici in cemento armato progettati per carichi verticali. CNR—Gruppo Nazionale per la Difesa dei Terremoti, Rome (in Italian)Dolšek M, Fajfar P (2004) IN2—a simple alternative for IDA. In: Proceedings of the 13th World conference on Earthquake Engineering. August 1–6, Vancouver, Canada. Paper 3353Domínguez D, López-Almansa F, Benavent-Climent A (2014) Comportamiento para el terremoto de Lorca de 11-05-2011, de edificios de vigas planas proyectados sin tener en cuenta la acción sísmica. Informes de la Construcción 66(533):e008 (in Spanish)Domínguez D, López-Almansa F, Benavent-Climent A (2016) Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)? Eng Struct 108:134–154Dönmez C (2013) Seismic Performance of Wide-Beam Infill-Joist Block RC Frames in Turkey. J Perform Constr Facil 29(1):04014026Fadwa I, Ali TA, Nazih E, Sara M (2014) Reinforced concrete wide and conventional beam-column connections subjected to lateral load. Eng Struct 76:34–48Fardis MN (2009) Seismic design, assessment and retrofitting of concrete, Buildings edn. Springer, LondonGentry TR, Wight JK (1992) Reinforced concrete wide beam-column connections under earthquake-type loading. Report no. UMCEE 92-12. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Michigan, USAGómez-Martínez F (2015) FAST simplified vulnerability approach for seismic assessment of infilled RC MRF buildings and its application to the 2011 Lorca (Spain) earthquake. Ph.D. Thesis, Polytechnic University of Valencia, SpainGómez-Martínez F, Pérez García A, De Luca F, Verderame GM (2015a) Comportamiento de los edificios de HA con tabiquería durante el sismo de Lorca de 2011: aplicación del método FAST. Informes de la Construcción 67(537):e065 (in Spanish)Gómez-Martínez F, Pérez-García A, Alonso Durá A, Martínez Boquera A, Verderame GM (2015b) Eficacia de la norma NCSE-02 a la luz de los daños e intervenciones tras el sismo de Lorca de 2011. In: Proceedings of Congreso Internacional sobre Intervención en Obras Arquitectónicas tras Sismo: L’Aquila (2009), Lorca (2011) y Emilia Romagna (2012), May 13–14, Murcia, Spain (in Spanish)Gómez-Martínez F, Verderame GM, De Luca F, Pérez-García A, Alonso-Durá, A (2015c). High ductility seismic performances of wide-beam RC frames. In; XVI Convegno ANIDIS. September 13–17, L'Aquila, ItalyHawkins NM, Mitchell D (1979) Progressive collapse of flat plate structures. ACI J 76(7):775–808Iervolino I, Manfredi G, Polese M, Verderame GM, Fabbrocino G (2007) Seismic risk of RC building classes. Eng Struct 29(5):813–820Inel M, Ozmen HB, Akyol E (2013) Observations on the building damages after 19 May 2011 Simav (Turkey) earthquake. Bull Earthq Eng 11(1):255–283Kurose Y, Guimaraes GN, Zuhua L, Kreger ME, Jirsa JO (1991) Evaluation of slab-beam-column connections subjected to bidirectional loading. ACI Spec Publ 123:39–67LaFave JM, Wight JK (1997) Behavior of reinforced exterior wide beam-column-slab connections subjected to lateral earthquake loading. Report no. UMCEE 97-01. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Michigan, USALaFave JM, Wight JK (1999) Reinforced concrete exterior wide beam-column-slab connections subjected to lateral earthquake loading. ACI Struct J 96(4):577–586LaFave JM, Wight JK (2001) Reinforced concrete wide-beam construction vs. conventional construction: resistance to lateral earthquake loads. Earthq Spectra 17(3):479–505Li B, Kulkarni SA (2010) Seismic behavior of reinforced concrete exterior wide beam-column joints. J Struct Eng (ASCE) 136(1):26–36López-Almansa F, Domínguez D, Benavent-Climent A (2013) Vulnerability analysis of RC buildings with wide beams located in moderate seismicity regions. Eng Struct 46:687–702Masi A, Santarsiero G, Nigro D (2013a) Cyclic tests on external RC beam-column joints: role of seismic design level and axial load value on the ultimate capacity. J Earthquake Eng 17(1):110–136Masi A, Santarsiero G, Mossucca A, Nigro D (2013b) Seismic behaviour of RC beam-column subassemblages with flat beam. In: Proceedings of XV Convegno della Associazione Nazionale Italiana di Ingegneria Sismica, ANIDIS. Padova, ItalyMazzolani FM, Piluso V (1997) Plastic design of seismic resistant steel frames. Earthquake Eng Struct Dynam 26:167–191MEPP (2000a) Greek earthquake resistant design code, EAK 2000. Ministry of Environment, Planning and Public Works, AthensMEPP (2000b) Greek code for the design and construction of concrete works, EKOS 2000. Ministry of Environment, Planning and Public Works, Athens (in Greek)Miranda E, Bertero VV (1994) Evaluation of strength reduction factors for earthquake-resistant design. Earthq Spectra 10(2):357–379MPWS (2007) Specifications for buildings to be built in seismic areas. Turkish Standards Institution, Ministry of Public Works and Settlement, Ankara (in Turkish)Mwafy AM, Elnashai AS (2002) Calibration of force reduction factors of RC buildings. J Earthquake Eng 6(2):239–273NZS (2004) Structural design actions. Part 5: earthquake actions, NZS 1170.5. New Zealand Standards, WellingtonNZS (2006) Concrete structures standard: part 1—the design of concrete structures, NZS 3101 part 1. New Zealand Standards, WellingtonPan A, Moehle JP (1989) Lateral displacement ductility of reinforced concrete flat plates. ACI Struct J 86(3):250–258Panagiotakos TB, Fardis MN (2001) Deformations of reinforced concrete members at yielding and ultimate. ACI Struct J 98(2):135–148 [and Appendix 1 (69 pp)]Paulay T, Priestley MJN (1992) Seismic design of concrete and masonry structures. Wiley, New York, USAQuintero-Febres CG, Wight JK (1997) Investigation on the seismic behavior of RC interior wide beam-column connections. Report no. UMCEE 97-15. Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, Michigan, USAQuintero-Febres CG, Wight JK (2001) Experimental study of Reinforced concrete interior wide beam-column connections subjected to lateral loading. ACI Struct J 98(4):572–582Serna-Ros P, Fernández-Prada MA, Miguel-Sosa P, Debb OAR (2001) Influence of stirrup distribution and support width on the shear strength of reinforced concrete wide beams. Mag Concr Res 54(00):1–11Shuraim AB (2012) Transverse stirrup configurations in RC wide shallow beams supported on narrow columns. J Struct Eng 138(3):416–424Siah WL, Stehle JS, Mendis P, Goldsworthy H (2003) Interior wide beam connections subjected to lateral earthquake loading. Eng Struct 25:281–291Tore E, Demiral T (2014) A parametric study of code-based performance limits for wide beams. e-GFOS 5(8):1–11Vamvatsikos D, Cornell CA (2002) Incremental Dynamic Analysis. Earthquake Eng Struct Dynam 31:491–514Vidic T, Fajfar P, Fischinger M (1994) Consistent inelastic design spectra: strength and displacement. Earthquake Eng Struct Dynam 23:507–521Vielma JC, Barbat AH, Oller S (2010) Seismic safety of low ductility structures used in Spain. Bull Earthq Eng 8:135–15
Effects on short term outcome of non-invasive ventilation use in the emergency department to treat patients with acute heart failure: A propensity score-based analysis of the EAHFE Registry
Objective: To assess the effects of non-invasive ventilation (NIV) in emergency department (ED) patients with acute heart failure (AHF) on short term outcomes.
Methods: Patients from the EAHFE Registry (a multicenter, observational, multipurpose, cohort-designed database including consecutive AHF patients in 41 Spanish EDs) were grouped based on NIV treatment (NIV+ and NIV–groups). Using propensity score (PS) methodology, we identified two subgroups of patients matched by 38 covariates and compared regarding 30-day survival (primary outcome). Interaction was investigated for age, sex, ischemic cardiomyopathy, chronic obstructive pulmonary disease, AHF precipitated by an acute coronary syndrome (ACS), AHF classified as hypertensive or acute pulmonary edema (APE), and systolic blood pressure (SBP). Secondary outcomes were intensive care unit (ICU) admission; mechanical ventilation; in-hospital, 3-day and 7-day mortality; and prolonged hospitalization (>7 days).
Results: Of 11, 152 patients from the EAHFE (age (SD): 80 (10) years; 55.5% women), 718 (6.4%) were NIV+ and had a higher 30-day mortality (HR = 2.229; 95%CI = 1.861–2.670) (p 85 years, p < 0.001), AHF associated with ACS (p = 0.045), and SBP < 100 mmHg (p < 0.001). No significant differences were found in the secondary endpoints except for more prolonged hospitalizations in NIV+ patients (OR = 1.445; 95%CI = 1.122–1.862) (p = 0.004).
Conclusion: The use of NIV to treat AHF in ED is not associated with improved mortality outcomes and should be cautious in old patients and those with ACS and hypotension
Análise de políticas públicas: uma abordagem em direção às políticas públicas de informação
El Colegio Nuestra Señora del Recuerdo de Luis Laorga, Madrid, 1957-1958
Abstract
Objective
Nuestra Señora del Recuerdo School designed by Luis Laorga synthesizes the common
concerns of school architecture at a moment of intense activity in the study of typology and it
stands out as an exemplary work as well. The research identifies the values and contribution of
this building and determines its relevance in the history of the Spanish architecture.
Methodology
This work places Nuestra Señora del Recuerdo School in its historical context, analyzes the
building in detail using original documentation and determines its impact in the architecture
journals of the period.
Conclusions
The project was created on the basis of rationalist patterns and offered particular concepts that
contributed to the development of typology. This design became a point of reference for later
projects due to its diffusion in specialized journals that, with these publications, put a Spanish
school on the level of international vanguard for the first time.
Originality
Although the Laorga’s school building was valued in its time, it has not been enough heeded by
historiography mainly as consequence of its demolition. Therefore, the study of this project in
depth is considered proper to highlight its contribution as an architecture work. This paper is not
only writing to researchers but also to all architects by the current validity of its architectural
principles.Objetivo
En un momento de intensa actividad en la reformulación de la arquitectura escolar, el colegio
Nuestra Señora del Recuerdo de Luis Laorga incorporó avances en la tipología de acuerdo a
las nuevas necesidades pedagógicas y destacó como una obra ejemplar de arquitectura. La
investigación pretende identificar los valores y aportaciones de este edificio, así como
determinar su relevancia en la historia de la arquitectura española.
Metodología
Este trabajo sitúa la obra en su contexto histórico, analiza en detalle el edificio a partir de la
documentación original de la obra y determina su repercusión a través de su aparición en
publicaciones de arquitectura de la época.
Conclusiones
Si bien el proyecto partió de patrones racionalistas, añadió aportaciones particulares que
contribuyeron al desarrollo de la tipología escolar. Esta obra se convirtió en una referencia para
proyectos posteriores gracias a su difusión a través de las revistas especializadas que
equipararon por primera vez una escuela española a los ejemplos de vanguardia
internacionales.
Originalidad
El colegio de Laorga, aunque fue valorado en el momento de su construcción, ha sido poco
atendido por la historiografía, principalmente como consecuencia de su demolición. Por tanto,se considera valioso el estudio en detalle de este proyecto, para rescatar sus aportaciones y valores como obra arquitectónica. Este artículo no sólo se dirige a investigadores sino también
al conjunto de los arquitectos por la vigencia de su valor como proyecto arquitectónico
End‐of‐life product management as a resilience driver for developing countries: A policy experiment for used tires in Ecuador
On the Dynamics of the Seasonal Components of Induced Seismicity in the Koyna–Warna Region, Western India
Vitamin D levels in a pediatric population of a primary care centre: a public health problem?
Tiempo de estancia prolongado en los pacientes ingresados por insuficiencia cardiaca aguda
Objetivo: Identificar los factores asociados al tiempo de estancia hospitalaria prolongado en pacientes ingresados/as por insuficiencia cardiaca aguda.
Método: Estudio observacional de cohorte multipropósito que incluyó pacientes del registro EAHFE (Epidemiology Acute Heart Failure in Emergency) ingresados/as por insuficiencia cardiaca aguda en 25 hospitales españoles. Se recogieron variables demográficas y clínicas, el día y el lugar del ingreso. La variable resultado principal fue el tiempo de estancia hospitalaria mayor que la mediana.
Resultados: Se incluyeron 2400 pacientes con una edad media de 79, 5 (±9, 9) años, de los cuales 1334 (55, 6%) eran mujeres. Quinientos noventa (24, 6%) ingresaron en la unidad de corta estancia (UCE), 606 (25, 2%) en cardiología y 1204 (50, 2%) en medicina interna o geriatría. La mediana del tiempo de estancia hospitalaria fue de 7, 0 (intervalo intercuartílico: 4-11 días). Cincuenta y ocho (2, 4%) pacientes fallecieron y 562 (23, 9%) sufrieron un reingreso a los 30 días tras el alta. Los factores independientes asociados a un tiempo de estancia hospitalaria prolongado fueron la enfermedad pulmonar obstructiva crónica, ser portador de un dispositivo, tener un factor precipitante desconocido o no común, la presencia en urgencias de insuficiencia renal, hiponatremia y anemia, no ingresar en una UCE o no disponer de dicha unidad e ingresar un lunes, martes o miércoles; y los asociados a un tiempo de estancia hospitalaria =7 días fueron la hipertensión arterial y tener como factor precipitante una crisis hipertensiva o la falta de adherencia al tratamiento. El área bajo la curva del modelo mixto ajustado al centro fue de 0, 78 (intervalo de confianza del 95%: 0, 76-0, 80; p <0, 001).Conclusiones: Hay una serie de factores asociados con un tiempo de estancia hospitalaria prolongado que deben ser considerados para la gestión del proceso de la insuficiencia cardiaca aguda.
Objective: To identify the factors associated with prolonged length of hospital stay in patients admitted for acute heart failure. Methods: Multipurpose observational cohort study including patients from the EAHFE registry admitted for acute heart failure in 25 Spanish hospitals. Data were collected on demographic and clinical variables and on the day and place of admission. The primary outcome was length of hospital stay longer than the median. Results: We included 2, 400 patients with a mean age of 79.5 (9.9) years; of these, 1, 334 (55.6%) were women. Five hundred and ninety (24.6%) were admitted to the short stay unit (SSU), 606 (25.2%) to cardiology, and 1, 204 (50.2%) to internal medicine or gerontology. The mean length of hospital stay was 7.0 (RIC 4-11) days. Fifty-eight (2.4%) patients died and 562 (23.9%) were readmitted within 30 days after discharge. The factors associated with prolonged length of hospital stay were chronic pulmonary disease; being a device carrier; having an unknown or uncommon triggering factor; the presence of renal insufficiency, hyponatremia and anaemia in the emergency department; not being admitted to an SSU or the lack of this facility in the hospital; and being admitted on Monday, Tuesday or Wednesday. The factors associated with length of hospital stay=7days were hypertension, having a hypertensive episode, or a lack of treatment adherence. The area under the curve of the mixed model adjusted to the center was 0.78 (95% CI: 0.76-0.80; p < 0.001). Conclusions: A series of factors is associated with prolonged length of hospital stay and should be taken into account in the management of acute heart failure