Open Access. Powered by Scholars. Published by Universities.®

Architecture Commons

Open Access. Powered by Scholars. Published by Universities.®

Articles 1 - 12 of 12

Full-Text Articles in Architecture

A Reporter's Resource And Media Guide To Growth In California, R. Thomas Jones, A.I.A. Dec 2003

A Reporter's Resource And Media Guide To Growth In California, R. Thomas Jones, A.I.A.

Office of the Dean (CAED) Scholarship

This Guide was produced by the California Policy Forum through a collaboration of eight non-profit organizations who share a common commitment to greater public understanding about growth in California: California Center for Regional Leadership, California Futures Network, Center for Governmental Studies, Cities Counties and Schools Partnership, Environmental Policy Center, Latino Issues Forum, League of Women Voters Education Fund, and San Diego Dialogue.


Review Of Human Ecology: Following Nature's Lead By Frederick Steiner, Michael R. Boswell Dec 2003

Review Of Human Ecology: Following Nature's Lead By Frederick Steiner, Michael R. Boswell

City and Regional Planning

No abstract provided.


Updating Bridge Reliability Based On Bridge Management Systems Visual Inspection Results, Allen C. Estes, Dan M. Frangopol Nov 2003

Updating Bridge Reliability Based On Bridge Management Systems Visual Inspection Results, Allen C. Estes, Dan M. Frangopol

Architectural Engineering

Bridge management systems have become increasingly sophisticated over the past decade and provide valuable information about the structural condition of all bridges in the national database. At the same time, reliability methods have gained increasing prominence and are used to forecast life-cycle performance over many decades of structural life. Such reliability analyses need to be updated based on the results of inspections. Specifically targeted nondestructive evaluations are the preferred solution, but are not always available for every bridge. This paper examines how the visual inspection data provided from bridge management systems already in place can be used to update the …


Sustainable Environmental Design Education (Sede); A Curriculum Model For Architects And Landscape Architects, Margot Mcdonald, Polly Cooper, Ken Haggard, Cathleen Corlett Jul 2003

Sustainable Environmental Design Education (Sede); A Curriculum Model For Architects And Landscape Architects, Margot Mcdonald, Polly Cooper, Ken Haggard, Cathleen Corlett

Architecture

In 2000, the Governor of the State of California issued an executive order (D-16-00) that seeks to reduce costs and improve environmental performance of state buildings in all phases of construction, operations and maintenance. The California Integrated Waste Management Board (CIWMB) has provided leadership in implementing this order through initiatives such as the Sustainable Building Task Force. In the realm of post-secondary education, CIWMB also sponsored the Sustainable Environmental Design Education (SEDE) program in collaboration with Cal Poly-SLO. The project will be used to survey and assess existing sustainable environmental design programs, generate a framework for sustainable design education of …


Structural Design Practice Assumptions And Code Interpretation, Craig Baltimore Jul 2003

Structural Design Practice Assumptions And Code Interpretation, Craig Baltimore

Architectural Engineering

No abstract provided.


Correlating Off-Axis Tension Tests To Shear Modulus Of Wood-Based Panels, Edmond P. Saliklis, Robert H. Falk Apr 2003

Correlating Off-Axis Tension Tests To Shear Modulus Of Wood-Based Panels, Edmond P. Saliklis, Robert H. Falk

Architectural Engineering

The weakness of existing relationships correlating off-axis modulus of elasticity E to shear modulus G12 for wood composite panels is demonstrated through presentation of extensive experimental data. A new relationship is proposed that performs better than existing equations found in the literature. This relationship can be manipulated to calculate the shear modulus G12 of orthotropic specimens such as wood-based panels solely from off-axis tension (or compression) tests. The proposed relationship reduces to classical theory for the isotropic case. In all cases tested, the newly proposed relationship is a better fit to the data than the traditional orthotropic elasticity equation.


Finite Element Simulation Of Retrogressive Failure Of Submarine Slopes, A. Azizian, Radu Popescu Apr 2003

Finite Element Simulation Of Retrogressive Failure Of Submarine Slopes, A. Azizian, Radu Popescu

Architectural Engineering

To simulate earthquake-induced, retrogressive submarine slope failures, element removal capabilities of a finite element program are used to model a soil mass that fails and then flows away, causing upper parts of slope to fail retrogressively due to loss of support. It is explained how an initial failure leads to subsequent failures of a flat or gently sloping seafloor. Effects of a silt layer and gently sloping seafloor on the extension of retrogression in a sand deposit are studied. The extension of failure increases significantly for a gently sloping seafloor with the presence of a silt layer.


Review Of Irving Gill And The Architecture Of Reform By Thomas S. Hines, Bruno Giberti Mar 2003

Review Of Irving Gill And The Architecture Of Reform By Thomas S. Hines, Bruno Giberti

Architecture

In a 1916 essay that was probably his most important written statement, Irving Gill railed against contemporary historicism and argued for a return to origins: "the straight line, the arch, the cube and the circle." His ideal was not the primitive hut but an equally convincing trope that he called "the stone in the meadow." This phrase implied a method by which the rational was to be brought into an intimate relationship with the organic: "We should build our house simple, plain and substantial as a boulder, then leave the ornamentation of it to Nature."


Hershey Arena: Anton Tedesko’S Pioneering Form, Edmond P. Saliklis, David P. Billington Mar 2003

Hershey Arena: Anton Tedesko’S Pioneering Form, Edmond P. Saliklis, David P. Billington

Architectural Engineering

Civil engineering structures are part of our cultural heritage. The story of who we are can be told, in part, by what we have built. There have been pivotal moments in civil engineering design history wherein a master engineer creates a pioneering structure. One major example is Anton Tedesko’s 1936 Hershey Ice Arena, the first large-scale thin shell concrete roof in the United States. Tedesko left all his papers, including the original design and analysis calculations of the Hershey shell, to the Princeton Maillart Archives. These documents, as well as other archival materials and photographs, provide insight into the design …


Exploring The Constructability Of 'Imagined' Realities, Thomas Fowler, Iv Jan 2003

Exploring The Constructability Of 'Imagined' Realities, Thomas Fowler, Iv

Architecture

In the third year of the 5-year Bachelor of Architecture Program, form•Z is used as the preferred 3D digital modeling tool. form•Z is used with a range of other 2D digital media (Photoshop, etc) along with 3D traditional-digital media (physical models, plan & section drawings) that allows the architecture students to go back and forth between multiple mediums during the design process. This particular methodology has the advantage of revealing more quickly and more clearly, weaknesses in the developing project as well as inconsistencies between a student’s original intentions (for example about how daylight will change the character of a …


Lodoli’S Lessons, Or Lo Cunto De Li Cunti, Marc J. Neveu Jan 2003

Lodoli’S Lessons, Or Lo Cunto De Li Cunti, Marc J. Neveu

Architecture

No abstract provided.


Finite Element Modeling Of Guastavino Tiled Arches, Edmond P. Saliklis, S. J. Kurtz, S. V. Furnbach Jan 2003

Finite Element Modeling Of Guastavino Tiled Arches, Edmond P. Saliklis, S. J. Kurtz, S. V. Furnbach

Architectural Engineering

An investigation of Rafael Guastavino's arches has been conducted by means of finite element modeling and laboratory experimentation. A novel method of modeling laminated masonry tile construction via the finite element method has been devised. This technique takes advantage of the layered shell element features found in commercially available finite element programs. Historical Guastavino tiles have been tested to obtain material properties. These modem techniques have been employed in conjunction with Guastavino's original empirical design criteria to provide a better understanding of these historically significant structures.