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The Institute of Theoretical and Applied Mechanics
7
records found
Search took 0.06 seconds.
1.
Original version of the author's contribution as presented on CD, Paper ID: 08-02-0031.:
PDF
Do the Eurocode 8 Force-Based Design Provisions Lead to the Safe and Predictable Seismic Response of RC Frame Buildings?
Rivera, Jorge A.
;
Lai, Carlo Giovanni
Performance-Based Design is now widely recognized as the pre-eminent seismic design methodology for structures. The question thus naturally arises: Are Force-Based Design [...]
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2.
Original version of the author's contribution as presented on CD, Paper ID: 08-02-0025.:
PDF
Some Considerations about the Eurocode 8 R.C. Frame Building Assessment Procedure
Mpampatsikos, Vassilis
;
Petrini, Lorenza
In the European seismic countries, the seismic assessment of existing structures is a priority, since the majority of the building heritage was designed according to out- [...]
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3.
Original version of the author's contribution as presented on CD, Paper ID: 07-0065.:
PDF
Characteristic Earthquake Magnitude: Mathematical Versus Empirical Models
Grandori, Giuseppe
;
Petrini, Lorenza
In the literature concerning the characteristic hypothesis, one basic question is widely discussed: is it possible to justify (by statistical tests) favouring the charact [...]
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4.
Original version of the author's contribution as presented on CD, Paper ID: 14-0165.:
PDF
Cyclic Nonlinear Behaviour of RC Framed Structures Accountig for Flexure-Shear Interaction
Ceresa, Paola
;
Pinho, Rui
Fibre beam-column elements thus far proved to be very accurate in the simulation of flexure dominated behaviour of reinforced concrete (RC) frames. However, when the shea [...]
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5.
Original version of the author's contribution as presented on CD, Paper ID: 14-0124.:
PDF
Sensitivity Analysis on the Buildings and Landslides Seismic Response to the Application of Artificial and Recorded Accelerograms
Boni, Maria Pia
;
Petrini, Vincenzo
In the paper the results of the dynamic analyses performed on landslides and buildings are presented. The aim of the project is the comparison of the influence due to the [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: 05-02-0098.:
PDF
Is Direct Displacement Based Design Valid for Long Span Bridges?
Adhikari, Gopal
;
Calvi, Gian M.
The paper investigates the applicability of current direct displacement based seismic design (DDBD) procedure, developed by Priestley and his coworkers, for straight long [...]
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7.
Original version of the author's contribution as presented on CD, paper No. 3995.:
PDF
Study of the Effect of Higher Modes on DDBD Procedure Applied to Continuous Concrete Bridges under Transverse Seismic Excitation
Roblero, María José Rodríguez
;
Petrini, Lorenza
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2
Petrini, L.
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