Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Precast bridge piers: Construction techniques, structural systems, and seismic response
https://orcid.org/0000-0002-0396-2999
The aim of this paper is to make a comprehensive evaluation of existing works on precast bridge piers, considering several aspects including construction techniques, structural systems, and seismic response. The general classification of the construction techniques refers to five different construction systems, which can be fully precast (post-tensioned system, pre-tensioned system, non-prestressed system) or partially precast techniques (post-tensioned system, non-prestressed system). The details of columns, column-footing connection, and column-beam connection are carefully studied to provide a unified classification of the existing construction techniques. According to the available experimental research, the failure modes and seismic resisting mechanisms of the classified construction techniques are fully addressed. In the light of a new proposed mechanical model, the seismic response of 50 experimentally tested precast bridge piers (covering the five construction techniques) is evaluated to ensure the required resiliency under anticipated seismic hazards. The evaluation of the seismic response of the studied systems indicated that the fully precast post-tensioned system is a promising construction technique, which can ensure the resilience performance of bridge piers. Finally, performance levels of the five construction systems were extracted in view of the possibility to realize robust, redundant, and recoverable structure systems that can be a motivation for application in the construction of modern sustainable cities.
Precast bridge piers: Construction techniques, structural systems, and seismic response
https://orcid.org/0000-0002-0396-2999
The aim of this paper is to make a comprehensive evaluation of existing works on precast bridge piers, considering several aspects including construction techniques, structural systems, and seismic response. The general classification of the construction techniques refers to five different construction systems, which can be fully precast (post-tensioned system, pre-tensioned system, non-prestressed system) or partially precast techniques (post-tensioned system, non-prestressed system). The details of columns, column-footing connection, and column-beam connection are carefully studied to provide a unified classification of the existing construction techniques. According to the available experimental research, the failure modes and seismic resisting mechanisms of the classified construction techniques are fully addressed. In the light of a new proposed mechanical model, the seismic response of 50 experimentally tested precast bridge piers (covering the five construction techniques) is evaluated to ensure the required resiliency under anticipated seismic hazards. The evaluation of the seismic response of the studied systems indicated that the fully precast post-tensioned system is a promising construction technique, which can ensure the resilience performance of bridge piers. Finally, performance levels of the five construction systems were extracted in view of the possibility to realize robust, redundant, and recoverable structure systems that can be a motivation for application in the construction of modern sustainable cities.
Precast bridge piers: Construction techniques, structural systems, and seismic response
https://orcid.org/0000-0002-0396-2999
The aim of this paper is to make a comprehensive evaluation of existing works on precast bridge piers, considering several aspects including construction techniques, structural systems, and seismic response. The general classification of the construction techniques refers to five different construction systems, which can be fully precast (post-tensioned system, pre-tensioned system, non-prestressed system) or partially precast techniques (post-tensioned system, non-prestressed system). The details of columns, column-footing connection, and column-beam connection are carefully studied to provide a unified classification of the existing construction techniques. According to the available experimental research, the failure modes and seismic resisting mechanisms of the classified construction techniques are fully addressed. In the light of a new proposed mechanical model, the seismic response of 50 experimentally tested precast bridge piers (covering the five construction techniques) is evaluated to ensure the required resiliency under anticipated seismic hazards. The evaluation of the seismic response of the studied systems indicated that the fully precast post-tensioned system is a promising construction technique, which can ensure the resilience performance of bridge piers. Finally, performance levels of the five construction systems were extracted in view of the possibility to realize robust, redundant, and recoverable structure systems that can be a motivation for application in the construction of modern sustainable cities.
Precast bridge piers: Construction techniques, structural systems, and seismic response
Fahmy, Mohamed FM (Autor:in) / Moussa, Amr MA (Autor:in) / Wu, Zhishen (Autor:in)
Advances in Structural Engineering ; 26 ; 611-639
01.03.2023
29 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Seismic performance of precast hollow bridge piers with different construction details
| Springer Verlag | 2014
PRECAST PIERS AND PRECAST CONSTRUCTION METHOD USING THE SAME PIERS
| Europäisches Patentamt | 2016
Cyclic response of the precast SRC bridge piers
| British Library Conference Proceedings | 2008
Precast shells become bridge piers
| Engineering Index Backfile | 1954
PRECAST PIERS AND PRECAST CONSTRUCTION METHOD USING THE SAME PIERS
Europäisches Patentamt | 2016