Výsledky vyhledávání - "Gary R. Searer"

Designing Suspended Scaffold Structural Support Elements and Lifeline Anchorages in Conformance with Federal OSHA Requirements

Autor: Terry F. Paret, Gary R. Searer, Howard J. Hill, Jonathan E. Lewis, Richard A. Dethlefs

Publikováno v: Practice Periodical on Structural Design and Construction. 15:186-193

The Federal Occupational Safety and Health Administration (OSHA) maintains standards related to the design of suspended scaffolds and fall protection systems. These standards include structural requirements for elements that support suspended scaffol

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::ced709c3154d76087afc962e7fd1fc6f
https://doi.org/10.1061/(asce)sc.1943-5576.0000051

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Certifying That Existing Suspended Scaffold Structural Support Elements and Lifeline Anchorages Comply with Federal OSHA Requirements

Autor: Richard A. Dethlefs, Terry F. Paret, Gary R. Searer, Jonathan E. Lewis, Howard J. Hill

Publikováno v: Practice Periodical on Structural Design and Construction. 15:194-200

The Federal Occupational Safety and Health Administration (OSHA) maintains standards (Standards) that define structural requirements for elements that support suspended scaffolds and fall arrest lanyards when this equipment is used to access facades

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::7a9280122ea98b813cbff9a8ff6023d6
https://doi.org/10.1061/(asce)sc.1943-5576.0000052

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Using traditional and innovative approaches in the seismic evaluation and strengthening of a historic unreinforced masonry synagogue

Autor: Gary R. Searer, Mahmoud M. Hachem, Sigmund A. Freeman, Terrence F. Paret, Una M. Gilmartin

Publikováno v: Engineering Structures. 30:2114-2126

A monumental 100-year-old multi-story brick masonry synagogue in San Francisco was threatened with closure due to non-compliance with an Unreinforced Masonry Building Ordinance. The Ordinance required demonstrating that the building would protect lif

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::faebdb34c00d3072775cbf2e58ff2941
https://doi.org/10.1016/j.engstruct.2007.03.023

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Poorly worded, ill-conceived, and unnecessary code provisions

Autor: Gary R. Searer

Publikováno v: The Structural Design of Tall and Special Buildings. 15:533-546

Both the Uniform Building Code (UBC) and the International Building Code (IBC) -- to some degree or another -- have poorly worded provisions that are unnecessarily complex, are ambiguous, are not justifiable, and/or are overly restrictive. This paper

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::3cc36fb4ef85032a749bc2ab8d7e7fd7
https://doi.org/10.1002/tal.380

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Criticism of Current Seismic Design and Construction Practice in Venezuela: A Bleak Perspective

Autor: Eduardo A. Fierro, Gary R. Searer

Publikováno v: Earthquake Spectra. 20:1265-1278

During a recent visit to Caracas, Venezuela, the authors discovered that while Venezuela has adopted a building code with modern seismic provisions (Norma Covenin 1756-98) and does in fact enforce a majority of these provisions, significant conceptua

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::d467c5b84821767686c734b8fa0b514c
https://doi.org/10.1193/1.1806831

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The Problems with PMLs

Autor: Terrence F. Paret, Gary R. Searer, Mahmoud M. Hachem, Brian E. Kehoe

Publikováno v: Improving the Seismic Performance of Existing Buildings and Other Structures.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::4bf944646f15e788845f258ffe0c8f3d
https://doi.org/10.1061/41084(364)56

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A Definition Undone: Explicit Estimation of PMLs in the Age of Reliance on Design Ground Motion Records

Autor: Gary R. Searer, Mahmoud M. Hachem, Terrence F. Paret

Publikováno v: Improving the Seismic Performance of Existing Buildings and Other Structures.

The term PML, or Probable Maximum Loss, has been employed for many years in the insurance, lending and engineering industries as a means to define the monetary risk -- expressed as a percentage of replacement value -- associated with a particular pro

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::1a81b64617a0b46dd9b8b1d694cfb0b5
https://doi.org/10.1061/41084(364)54

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Autor: Terrence F. Paret, Sigmund A. Freeman, Kelly E. Cobeen, Gary R. Searer

Publikováno v: Improving the Seismic Performance of Existing Buildings and Other Structures.

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::394777f83bd56c8b6ea1d2355446a0c5
https://doi.org/10.1061/41084(364)33

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Soft/Weak Story Problems and Solutions for Residential Structures

Autor: Kelly E. Cobeen, Joseph Valancius, Gary R. Searer

Publikováno v: Improving the Seismic Performance of Existing Buildings and Other Structures.

Wood-framed residential structures with soft, weak, or open-front walls are common in areas of high seismicity like the west coast of the United States. Parking below the residential portions of the building, or “tuck-under” parking, is particula

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_________::b9310b3f0bdd3916a2fecaf5660609c6
https://doi.org/10.1061/41084(364)34

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