Quickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant TowersSource: Journal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002::page 85Author:D. G. Morrison
DOI: 10.1115/1.2827068Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: A novel, simple method to calculate compliant tower (CT) level shear and moment envelopes for preliminary design has been developed, and verified by comparing with rigorous 3-D tower analyses. The approach relies on a vast experience base to define important features influencing the dynamic response of CTs, and a new closed-form solution for the acceleration (needed to construct design envelopes) of the tower caused by an impulsive-type wave load. The main benefits of the approach are: 1) the designer can iterate and quickly converge on a working preliminary design without resorting to time-consuming computer analyses; 2) the designer can quickly evaluate configurations for different water depths, pile arrangements, payload, steel grade, reserve buoyancy, and well counts.
keyword(s): Shear (Mechanics) , Impulse (Physics) , Algorithms , Design , Computers , Dynamic response , Water , Buoyancy , Steel , Stress AND Waves ,
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contributor author | D. G. Morrison | |
date accessioned | 2017-05-08T23:48:04Z | |
date available | 2017-05-08T23:48:04Z | |
date copyright | May, 1995 | |
date issued | 1995 | |
identifier issn | 0892-7219 | |
identifier other | JMOEEX-28099#85_1.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/115799 | |
description abstract | A novel, simple method to calculate compliant tower (CT) level shear and moment envelopes for preliminary design has been developed, and verified by comparing with rigorous 3-D tower analyses. The approach relies on a vast experience base to define important features influencing the dynamic response of CTs, and a new closed-form solution for the acceleration (needed to construct design envelopes) of the tower caused by an impulsive-type wave load. The main benefits of the approach are: 1) the designer can iterate and quickly converge on a working preliminary design without resorting to time-consuming computer analyses; 2) the designer can quickly evaluate configurations for different water depths, pile arrangements, payload, steel grade, reserve buoyancy, and well counts. | |
publisher | The American Society of Mechanical Engineers (ASME) | |
title | Quickwave: An Impulse Algorithm to Calculate Preliminary Design Shear and Moment Envelopes for Compliant Towers | |
type | Journal Paper | |
journal volume | 117 | |
journal issue | 2 | |
journal title | Journal of Offshore Mechanics and Arctic Engineering | |
identifier doi | 10.1115/1.2827068 | |
journal fristpage | 85 | |
journal lastpage | 90 | |
identifier eissn | 1528-896X | |
keywords | Shear (Mechanics) | |
keywords | Impulse (Physics) | |
keywords | Algorithms | |
keywords | Design | |
keywords | Computers | |
keywords | Dynamic response | |
keywords | Water | |
keywords | Buoyancy | |
keywords | Steel | |
keywords | Stress AND Waves | |
tree | Journal of Offshore Mechanics and Arctic Engineering:;1995:;volume( 117 ):;issue: 002 | |
contenttype | Fulltext |