Zobrazeno 1 - 7
of 7
pro vyhledávání: '"D. Jared DeBock"'
Publikováno v:
Earthquake Spectra. 37:1013-1034
ASCE/SEI 7 design requirements for seismic-induced torsion in buildings are evaluated to determine their effectiveness for resisting seismic-induced collapse of torsionally irregular buildings. The ASCE/SEI 7-16 provisions are found to be generally c
Publikováno v:
International Journal of Disaster Risk Reduction. 56:102117
Performance-based earthquake engineering organizes the explicit quantification of building seismic performance and risk, facilitating risk-informed design and mitigation decisions. However, little work has been done to benchmark outcomes from these p
Autor:
Abbie B. Liel, D. Jared DeBock
Publikováno v:
Journal of Earthquake Engineering. 19:905-937
This study compares current and developing probabilistic regional (portfolio) loss assessment methods. These comparisons are carried out for two scenario earthquake events. Of particular interest are: the impact of directly considering building respo
Publikováno v:
Journal of Structural Engineering. 143
This paper describes a new method for fitting probability distributions for modeling annual maximum ground snow loads for use in structural design. These probability models are intended for...
Publikováno v:
Journal of Structural Engineering. 143
This paper describes the development of reliability-targeted ground snow load maps for use in building (roof) design. The proposed procedures aim to ensure that structures designed achieve ...
Publikováno v:
Earthquake Engineering & Structural Dynamics. 43:831-850
SUMMARY Seismic ground motions induce torsional responses in buildings that can be difficult to predict. To compensate for this, most modern building codes require the consideration of accidental torsion when computing design earthquake forces. This
Autor:
Abbie B. Liel, D. Jared DeBock
Publikováno v:
Improving the Seismic Performance of Existing Buildings and Other Structures 2015.
The last decade has seen growing interest in probabilistic portfolio-level (regional) seismic risk assessment. State-of-the-art methods build on established performancebased earthquake engineering methods for individual buildings, in combination with