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Bio: null null is an academic researcher. The author has contributed to research in topics: Precast concrete & Seismic analysis. The author has an hindex of 22, co-authored 89 publications receiving 3863 citations.


Papers
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BookDOI
02 May 2007

912 citations

BookDOI
29 May 2014

702 citations

BookDOI
15 Jun 2017
TL;DR: In this paper, the Committee on Minimum Design Loads for Buildings and Other Structures of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE Minimum Design Lo...
Abstract: Prepared by the Committee on Minimum Design Loads for Buildings and Other Structures of the Codes and Standards Activities Division of the Structural Engineering Institute of ASCE Minimum Design Lo...

663 citations

BookDOI
10 Dec 2002
TL;DR: Specification for the Design of Cold-Formed Stainless Steel Structural Members as mentioned in this paper provides design criteria for the determination of the strength of stainless steel structural members and connections and is applicable to all structural members.
Abstract: Specification for the Design of Cold-Formed Stainless Steel Structural Members provides design criteria for the determination of the strength of stainless steel structural members and connections f...

276 citations


Cited by
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Journal ArticleDOI
TL;DR: In this paper, the authors present a comprehensive review of the literature on footbridges' vibration serviceability, focusing on three key issues: vibration source, path, and receiver.

571 citations

Journal ArticleDOI
TL;DR: In this paper, the authors present the solutions adopted for the implementation of the equivalent frame model in the TREMURI program for the nonlinear seismic analysis of masonry buildings, which is also expressly recommended in several national and international codes.

475 citations

01 Dec 2004
TL;DR: In this article, a framework is presented for assessing the predictive uncertainties of environmental models used for extrapolation, which involves the use of multiple conceptual models, assessment of their pedigree and reflection on the extent to which the sampled models adequately represent the space of plausible models.
Abstract: Although uncertainty about structures of environmental models (conceptual uncertainty) is often acknowledged to be the main source of uncertainty in model predictions, it is rarely considered in environmental modelling. Rather, formal uncertainty analyses have traditionally focused on model parameters and input data as the principal source of uncertainty in model predictions. The traditional approach to model uncertainty analysis, which considers only a single conceptual model, may fail to adequately sample the relevant space of plausible conceptual models. As such, it is prone to modelling bias and underestimation of predictive uncertainty. In this paper we review a range of strategies for assessing structural uncertainties in models. The existing strategies fall into two categories depending on whether field data are available for the predicted variable of interest. To date, most research has focussed on situations where inferences on the accuracy of a model structure can be made directly on the basis of field data. This corresponds to a situation of ‘interpolation’. However, in many cases environmental models are used for ‘extrapolation’; that is, beyond the situation and the field data available for calibration. In the present paper, a framework is presented for assessing the predictive uncertainties of environmental models used for extrapolation. It involves the use of multiple conceptual models, assessment of their pedigree and reflection on the extent to which the sampled models adequately represent the space of plausible models. � 2005 Elsevier Ltd. All rights reserved.

417 citations

Journal ArticleDOI
TL;DR: In this article, the authors present the most recent methods developed for selecting an appropriate set of records that can be used for dynamic analysis of structural systems in the context of performance-based design.

388 citations

Journal ArticleDOI
TL;DR: In this article, the authors provide values and predictive expressions for the key parameters in existing stainless steel material models based on the analysis of a comprehensive experimental database, which comprises experimental stress-strain curves collected from the literature, supplemented by some tensile tests on austenitic, ferritic and duplex stainless steel coupons conducted herein.

341 citations