Show simple item record

contributor authorRoss B. Corotis
contributor authorWen‐Yang Tsay
date accessioned2017-05-08T20:50:36Z
date available2017-05-08T20:50:36Z
date copyrightApril 1983
date issued1983
identifier other%28asce%290733-9445%281983%29109%3A4%28859%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28969
description abstractA stochastic model of the live load process in buildings provides a basis for the study of load duration. The combined load model is comprised of a sustained load process and multiple extraordinary load processes. Complete probability distributions of total time above a fixed reference load, duration of a single excursion upcrossing the reference load, and number of excursions for a fixed design lifetime are derived. These quantities are necessary for computing long‐term deflection and settlement of structures and critical load combinations for creep‐rupture materials, such as wood. The derived distributions are applied to several common building occupancy types. Results indicate the sensitivity of some duration characteristics to the extraordinary load and the need for even further refinement of the stochastic load process model.
publisherAmerican Society of Civil Engineers
titleProbabilistic Load Duration Model for Live Loads
typeJournal Paper
journal volume109
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1983)109:4(859)
treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record