000012224 001__ 12224
000012224 005__ 20141205160032.0
000012224 04107 $$aeng
000012224 046__ $$k2008-10-12
000012224 100__ $$aYin, Yuejun
000012224 24500 $$aSnow and Earthquake Load Combination Considering Snow Accumulation

000012224 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000012224 260__ $$b
000012224 506__ $$arestricted
000012224 520__ $$2eng$$aIn certain parts of the USA, both earthquake and snow hazards may be significant. Turkstra’s rule is commonly used for load combinations. However, the rule may not be acceptable for structures that are exposed to both snow and earthquake loads that assume a significant level. In this paper, a hazard simulation computer program (HASP) is developed and Monte Carlo Simulation is performed to investigate such cases. Reliability indexes for a one-story structure are evaluated in terms of different snow load factors, including the current code required snow load factor 0.2. The simulation results show that a snow load factor of 0.2 might lead to slightly lower reliability for seismic design in high snow load area.

000012224 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012224 653__ $$aEarthquake, multi-hazard, reliability index, snow loads, stochastic process

000012224 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000012224 720__ $$aYin, Yuejun$$iLi, Yue$$iBulleit , William M.
000012224 8560_ $$ffischerc@itam.cas.cz
000012224 8564_ $$s207850$$uhttps://invenio.itam.cas.cz/record/12224/files/13-0008.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 13-0008.
000012224 962__ $$r9324
000012224 980__ $$aPAPER