Jose Adam

Prof. Dr. Jose Adam

Universitat Politecnica de Valencia, Spain

Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2011 in Engineering Structures
Verified
Journal Article
Closed access
BTBenjamin Torres
Benjamin Torres
IPIgnacio Payá-Zaforteza
Ignacio Payá-Zaforteza
PCPedro A. Calderón
Pedro A. Calderón
JAJose Adam
Jose Adam

1 March 2013 in Engineering Structures
Verified
Journal Article
Closed access
JGJulio Garzón-Roca
Julio Garzón-Roca
CMCreu Obrer Marco
Creu Obrer Marco
JAJose Adam
Jose Adam

1 October 2016 in Engineering Failure Analysis
Verified
Journal Article
Closed access
JRJoaquín G. Ruiz-Pinilla
Joaquín G. Ruiz-Pinilla
JAJose Adam
Jose Adam
RPRodrigo Pérez-Cárcel
Rodrigo Pérez-Cárcel
JYJavier Yuste
Javier Yuste
JMJuan J. Moragues
Juan J. Moragues

15 May 2024 in Nature
Verified
Journal Article
Open access
PDF file
NMNirvan Makoond
Nirvan Makoond
ASAndri Setiawan
Andri Setiawan
MBManuel Buitrago
Manuel Buitrago
JAJose Adam
Jose Adam
Several catastrophic building collapses1–5 occur because of the propagation of local-initial failures6,7. Current design methods attempt to completely prevent collapse after initial failures by improving connectivity between building components. These measures ensure that the loads supported by the failed components are redistributed to the rest of the structural system8,9. However, increased connectivity can contribute to collapsing elements pulling down parts of a building that would otherwise be unaffected10. This risk is particularly important when large initial failures occur, as tends to be the case in the most disastrous collapses6. Here we present an original design approach to arrest collapse propagation after major initial failures. When a collapse initiates, the approach ensures that specific elements fail before the failure of the most critical components for global stability. The structural system thus separates into different parts and isolates collapse when its propagation would otherwise be inevitable. The effectiveness of the approach is proved through unique experimental tests on a purposely built full-scale building. We also demonstrate that large initial failures would lead to total collapse of the test building if increased connectivity was implemented as recommended by present guidelines. Our proposed approach enables incorporating a last line of defence for more resilient buildings.

1 June 2009 in Construction and Building Materials
Verified
Journal Article
Closed access
JAJose Adam
Jose Adam
Salvador IvorraSalvador Ivorra
Salvador Ivorra
FRFrancisco J Pallares Rubio
Francisco J Pallares Rubio
EGEster Giménez
Ester Giménez
PCPedro A. Calderón
Pedro A. Calderón

1 May 2010 in Engineering Structures
Verified
Journal Article
Closed access
JAJose Adam
Jose Adam
Antonio BrencichAntonio Brencich
Antonio Brencich
THTim G. Hughes
Tim G. Hughes
TJTony Jefferson
Tony Jefferson