Zobrazeno 1 - 10
of 47
pro vyhledávání: '"Alejandro Pérez-Caldentey"'
Autor:
María Chiquito, Lina M. López, Ricardo Castedo, Anastasio P. Santos, Alejandro Pérez-Caldentey
Publikováno v:
Buildings, Vol 13, Iss 8, p 2068 (2023)
This research evaluates the performance of different protective solutions for reinforced concrete slabs subjected to blast loading. A series of full-scale blast tests were carried out on concrete slabs at scaled distances ranging from 0.20 to 0.83 m/
Externí odkaz:
https://doaj.org/article/290d2e8ddace42b2817b1666b8f0c774
Autor:
García, Roberto1 (AUTHOR) roberto.garcias@alumnos.upm.es, Alejandro, Pérez Caldentey2 (AUTHOR) apc@fhecor.es
Publikováno v:
Structural Concrete. Oct2022, Vol. 23 Issue 5, p2910-2927. 18p.
Autor:
RICARDO CASTEDO, ANASTASIO P. SANTOS, CARLOS REIFARTH, MARÍA CHIQUITO, LINA MARIA LÓPEZ, ALEJANDRO PÉREZ-CALDENTEY, SANTIAGO MARTÍNEZ-ALMAJANO, ALEJANDRO ALAÑÓN
Publikováno v:
WIT Transactions on The Built Environment.
Publikováno v:
Structural Concrete. 21:2101-2123
Publikováno v:
Structural Concrete. 22:741-756
The need for large-scale bridges is constantly growing worldwide, as the expansion of transport infrastructures with rail roads and high-speed lines is an important current task in many regions. This book develops all aspects referring to the structu
Autor:
Alejandro Pérez Caldentey, John Hewitt, John van Rooyen, Graziano Leoni, Gianluca Ranzi, Raymond Ian Gilbert
This chapter presents a number of case studies that deal with the service design of composite steel-concrete buildings associated with the time-dependent behaviour of the concrete. The particular focus of this chapter is to outline key design aspects
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3f6e84800703a800bcee21efc41bb768
http://hdl.handle.net/11581/453388
http://hdl.handle.net/11581/453388
Autor:
Gianluca Ranzi, Raymond Ian Gilbert, Graziano Leoni, Luigino Dezi, Alejandro Pérez Caldentey, Javier Jordán, John Hewitt, Roberto Leon, Marion Rauch
This chapter provides an introduction to the constitutive models commonly specified in design guidelines to describe the time-dependent behaviour of concrete and that can be used for the time-dependent analysis of composite structures. These formulat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::2bc43d6dd22cbba07238ae4b225d6726
http://hdl.handle.net/11581/453380
http://hdl.handle.net/11581/453380
Autor:
Yuyin Wang, Graziano Leoni, Gianluca Ranzi, Alejandro Pérez Caldentey, Marion Rauch, Roberto Leon, John Hewitt, Luigino Dezi, Javier Jordán, Raymond Ian Gilbert, Yue Geng
This chapter deals with the long-term behaviour of composite members and structures used for building and bridge applications and provides a review of the relevant international serviceability limit state design methodologies, with particular focus g
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ecd0e81acb9fd863a11b8942efa5d122
http://hdl.handle.net/11581/453386
http://hdl.handle.net/11581/453386