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Listar por autor "Lázaro Fernández, Carlos Manuel"

Mostrando ítems 1-20 de 350

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"One click" cost estimation tool for the design of "form-active strctures"

WEHDORN-ROITHMAYR, Robert; KIM, Nikolai (Editorial Universitat Politècnica de València, 2010-02-24)

Unreasonable cost decisions often lead to fatal consequences for the partners involved into the planning/building process of the project. Many projects -most of them considered ambitioned, new and promising at the beginning- ...
39 etc... : Heinz Isler's infinite spectrum of new shapes for shells

CHILTON, John (Editorial Universitat Politècnica de València, 2009-11-25)

The first Congress of the International Association of Shell Structures (now IASS), held in Madrid in 1959, was the occasion when Heinz Isler's innovative methods for determining the shape and constructing reinforced ...
50 years in the Design of Towers and Masts. From IASS Recommendations to Current Procedures

SMITH, Brian (Editorial Universitat Politècnica de València, 2009-11-25)

Up to the 1970s there were no recognized design procedures for the analysis and design of guyed masts. This was recognized in the industry in the early 1960s, when there was a rapid growth of these structures to accommodate ...
A form-finding method based on the geometrically exact rod model for bending-active structures

Bessini-Muñoz, Juan Gabriel; Lazaro, Carlos; Monleón Cremades, Salvador (Elsevier, 2017)

[EN] In the field of bending-active structures, the complexity of finding beforehand the equilibrium configuration and the non-linearity of the structural response are main issues during the conceptual phase. The use of ...
A molecular structural mechanics model applied to the static behavior of single-walled carbon nanotubes: New general formulation

Merli Gisbert, Rafael; Lazaro, Carlos; Monleón Cremades, Salvador; Domingo Cabo, Alberto (Elsevier, 2013-10)

A new general formulation for the mechanical behavior of Single-Walled Carbon Nanotubes is presented. Carbon atoms are located at the nodes of an hexagonal honeycomb lattice wrapped into a cylinder. They are linked by ...
About the freedom of free forms

ANDRES, Oscar A. (Editorial Universitat Politècnica de València, 2010-01-26)

This paper deals with the arrival of freedom at the world of structures giving birth a new generation of forms: the free forms. Its purpose is to analyze, to discuss and to comment critically this singular fact as well ...
Accurate solution of some I-beam optimization problems

GORDEIEV, Vadym (Editorial Universitat Politècnica de València, 2009-12-11)

The problem of proportioning an assembled steel I-beam made of three sheets is wellknown. It is included in nearly every course of study where the analysis of steel components is involved. In the presented case we consider ...
Adaptive planar structures

WEILANDT, Agnes (Editorial Universitat Politècnica de València, 2010-02-24)

Panes and shells as only in-plane loaded structural elements play an important role in lightweight structures. However their great bearing capacity will be reduced significantly when their homogeneous stress distribution ...
Advanced form-finding for cable dome structures

LEE, Jaehong; TRAN, Hoang Chi; LEE, Kihak (Editorial Universitat Politècnica de València, 2010-02-24)

A numerical method is presented for form-finding of cable domes. The topology and the types of members are the only information that requires in this form-finding process. Dummy elements are used to transform the cable ...
The Almuñecar aquarium textile roof

LLORENS DURAN, Josep Ignasi (Editorial Universitat Politècnica de València, 2010-02-24)

The Almuñecar Aquarium is a 3000 m2 underground installation that shows Mediterranean fauna on two levels below the Kuwait Square next to the market and near the City Hall of the andalusian town of Almuñécar (Spain). The ...
Analysis and experiments for form finding of the SCST structures

DOH, Jeung-Hwan; KIM, Jin-Woo; PARK, Moon-Ho (Editorial Universitat Politècnica de València, 2010-02-18)

This paper is focused on the form finding of three kinds of SCST structures that are constructed with bolt type joint by gusset plate, bolt type joint, and ball type (Mero type) joint by means of cable-tensioning. The ...
The analysis of load relieving system using sliding cable element

WU, Y. J.; CHEN, Z. H. (Editorial Universitat Politècnica de València, 2009-12-15)

A new structural concept load relieving system is introduced which replaces unaffordable strain by reasonable deformation. A new kind of FEM element cable sliding element is also refer to. Its elementary presentation is ...
Analysis of moisture state of recycled coarse aggregate and its influence on compression strength of the concrete

Pelufo Carbonell, María José; Domingo Cabo, Alberto; Ulloa Mayorga, Vivian Andrea; Vergara Acuña, Needy Nayiv (Editorial Universitat Politècnica de València, 2009-12-15)

This article analyzes the impact of the moisture level of recycled coarse aggregate additions to concrete on its compression strength, with the goal of finding a logical development process that can be reproduced at an ...
Analysis of Normal Lines for Structural Grids

KAMERLING, Wim M. W. (Editorial Universitat Politècnica de València, 2010-01-27)

For free-forms the structural grid affects the design of the envelope as well as the design of the structure. Due to the complex geometry of the surface the directions of the normal lines will vary. The diversity of the ...
An analytical model for Tensairity girders

LUCHSINGER, Rolf H.; TEUTSCH, Uwe (Editorial Universitat Politècnica de València, 2009-12-14)

An analytical model for the deflection of a symmetric, spindle shaped Tensairity girder under homogenous load is proposed which can be solved analytically. The results are compared to FEM predictions for a specific ...
Análisis histórico y estructural del puente de Aragón en Valencia proyectado por el ingeniero Arturo Monfort

Huertas Mancebo, Rubén (Universitat Politècnica de València, 2022-11-24)

[ES] El propósito de este trabajo académico es investigar el puente de Aragón en Valencia proyectado en 1926 por el ingeniero A. Monfort. El trabajo se dividirá en cuatro partes: análisis histórico, estudio tipológico-estructural, ...
Anteproyecto de estructura temporal para exposición en la Plaza de España de Lorca (Murcia)

Rabal Correas, Ana (Universitat Politècnica de València, 2018-12-19)

[EN] The key of this final work is the structure definition of a temporary structure for the creation of a temporary museum for the Easter Week in Lorca (Murcia), as a draft. This museum would be located on "Plaza España", ...
Anteproyecto de pasarela sobre el río Gorgos en la localidad de Xàbia (Alicante)

Mas Buigues, Víctor (Universitat Politècnica de València, 2018-09-12)

[ES] El presente anteproyecto se centra en realizar una propuesta de pasarela sobre el cauce del río Gorgos en su paso por la localidad de Xàbia. Para el desarrollo se han tenido en cuenta los condicionantes técnicos del ...
The application of folded plate principles on spatial structures with regular, irregular and free-form geometries

TRAUTZ, Martin; HERKRATH, Ralf (Editorial Universitat Politècnica de València, 2009-12-22)

The two main folding plate principles of pointed folding plates forming an facet texture and longitudinal folding plates forming the typical fold texture imply different fields of application in architecture and structural ...
Application of pushover analysis in estimating seismic demands for large-span spatial structure

ZHANG, Weijin; QIAN, Jiaru (Editorial Universitat Politècnica de València, 2010-02-18)

Pushover analysis has been widely adopted in the seismic analysis of low- and medium-rise structures. It needs to be studied whether it is accurate for large-span spatial structure. In this paper, pushover analysis of a ...