Niagara Parks Commission annual report, 1921.

Printed by Order of the Legislative Assembly of Ontario.

Niagara Parks Commission annual report, 1922.

Printed by Order of the Legislative Assembly of Ontario.

Niagara Parks Commission School of Gardening Graduation Program, 1956

The Niagara Parks Commission School of Gardening was organized in 1935 in order to help fill the Commission’s need for skilled gardeners to maintain the extensive parkland owned by the Commission. In 1959 the School was renamed the Niagara Parks Commission School of Horticulture. The name changed again in 1990 to the Niagara Parks Botanical Gardens and School of Horticulture to better reflect the development of the program.

Two new mu-(1,3-azido)-bridged polymers: alternating single and double bridges in a 1D nickel(II) complex and uniform bridge in a 2D copper(II) complex: Syntheses, single-crystal structures and magnetic studies

Two polymeric azido bridged complexes [Ni2L2(N-3)(3)](n)(ClO4). (1) and [Cu(bpdS)(2)(N-3)],(ClO4),(H2O)(2.5n) (2) [L = Schiff base, obtained from the condensation of pyridine-2-aldehyde with N,N,2,2-tetramethyl-1,3-propanediamine; bpds = 4,4'-bipyridyl disulfide] have been synthesized and their crystal structures have been determined. Complex 1, C26H42ClN15Ni2O4, crystallizes in a triclinic system, space group P1 with a 8.089(13), b = 9.392(14), c = 12.267(18) angstrom, a = 107.28(l), b 95.95(1), gamma = 96.92(1)degrees and Z = 2; complex 2, C20H21ClCuN7O6.5S4, crystallizes in an orthorhombic system, space group Pnna with a = 10.839(14), b = 13.208(17), c = 19.75(2) angstrom and Z = 4. The crystal structure of I consists of 1D polymers of nickel(L) units, alternatively connected by single and double bridging mu-(1,3-N-3) ligand with isolated perchlorate anions. Variable temperature magnetic susceptibility data of the complex have been measured and the fitting,of magnetic data was carried out applying the Borris-Almenar formula for such types of alternating one-dimensional S = 1 systems, based on the Hamiltonian H = -J Sigma(S2iS2i-1 + aS(2i)S(2i+1)). The best-fit parameters obtained are J = -106.7 +/- 2 cm(-1); a = 0.82 +/- 0.02; g = 2.21 +/- 0.02. Complex 2 is a 2D network of 4,4 topology with the nodes occupied by the Cu-II ions, and the edges formed by single azide and double bpds connectors. The perchlorate anions are located between pairs of bpds. The magnetic data have been fitted considering the complex as a pseudo-one-dimensional system, with all copper((II)) atoms linked by [mu(1,3-azido) bridging ligands at axial positions (long Cu...N-3 distances) since the coupling through long bpds is almost nil. The best-fit parameters obtained with this model are J = -1.21 +/- 0.2 cm(-1), g 2.14 +/- 0.02. (c) Wiley-VCH Verlag GmbH & Co. KGaA, 69451 Weinheim, Germany, 2005).

Comparison between analytical and numerical methods for the assessment of masonry arch bridges: Case study of Clemente Bridge on Savio river

This research has focused on the study of the behavior and of the collapse of masonry arch bridges. The latest decades have seen an increasing interest in this structural type, that is still present and in use, despite the passage of time and the variation of the transport means. Several strategies have been developed during the time to simulate the response of this type of structures, although even today there is no generally accepted standard one for assessment of masonry arch bridges. The aim of this thesis is to compare the principal analytical and numerical methods existing in literature on case studies, trying to highlight values and weaknesses. The methods taken in exam are mainly three: i) the Thrust Line Analysis Method; ii) the Mechanism Method; iii) the Finite Element Methods. The Thrust Line Analysis Method and the Mechanism Method are analytical methods and derived from two of the fundamental theorems of the Plastic Analysis, while the Finite Element Method is a numerical method, that uses different strategies of discretization to analyze the structure. Every method is applied to the case study through computer-based representations, that allow a friendly-use application of the principles explained. A particular closed-form approach based on an elasto-plastic material model and developed by some Belgian researchers is also studied. To compare the three methods, two different case study have been analyzed: i) a generic masonry arch bridge with a single span; ii) a real masonry arch bridge, the Clemente Bridge, built on Savio River in Cesena. In the analyses performed, all the models are two-dimensional in order to have results comparable between the different methods taken in exam. The different methods have been compared with each other in terms of collapse load and of hinge positions.

An investigation of the effectiveness of existing bridge design methodology in providing adequate structural resistance to seismic disturbances : Phase III, Nonlinear soil-structure interaction of skew highway bridges : final report : prepared for Federal Highway Administration, Offices of Research and Development /

Bibliography: p. 46-48.

A new guide to Niagara Falls and vicinity, giving a full and complete description of Niagara Falls, Suspension Bridge, Buffalo, Rochester, Ontario Beach ... and other places of interest.

Mode of access: Internet.

Standard specifications for road and bridge construction.

"Supplemental specifications. Addenda and amendments to 1959 edition of Standard specifications ..." (1 v. (loose leaf)), issued 1959.

Fatigue of curved steel bridge elements : design recommendations for fatigue of curved plate girder and box girder bridges /

Mode of access: Internet.

Report on financial feasibility of proposed Puget Sound Bridge: capital costs, potential traffic, future revenues, and methods of financing. Prepared for the Washington Toll Bridge Authority and the Washington State Legislature Joint Fact-Finding Committee on Highways, Streets and Bridges.

Mode of access: Internet.

Federal Trade Commission vs. United States Steel Corporation, American Bridge Company, American Sheet & Tin Plate Company, Carnegie Steel Company, American Steel & Wire Company, Illinois Steel Company, Minnesota Steel Company, Tennessee Coal, Iron and Railroad Compay [sic], et al., respondents. State of Illinois, state of Iowa, state of Minnesota and state of Wisconsin, amici curiæ. Statement of case, [vol. I-II]. H.G. Pickering, attorney for amici curiæ. ... K.E. Steinhauer, attorney for Commission. Cordenio A. Severance and William W. Corlett, attorneys for the respondents.

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Tenman Bridge at Settsu Province (Sesshu Tenmanbashi) #1, from Remarkable Views of Bridges in Various Provinces (Shokoku meikyo kiran)

Katsushika Hokusai; 10 1/8 in.x 1 ft. 3 1/8 in.; woodcut, oban, ink and color on paper

The Hanging-cloud Bridge at Mount Gyodo near Ashikaga (Ashikaga Gyodozan kumo no kakehashi), #2, from Remarkable Views of Bridges in Various Provinces (Shokoku meikyo kiran)

Katsushika Hokusai; 10 1/8 in.x 1 ft. 3 1/8 in.; woodcut, oban, ink and color on paper

Fukui Bridge in Remarkable Views of Bridges in Various Provinces (Shokoku meikyo kiran), #3, from Echizen Province (Echizen Fukui no hashi)

Katsushika Hokusai; 9 49/64 in.x 1 ft. 2 31/64 in.; woodcut, oban, ink and color on paper

The Suspension Bridge on the Border of Hida and Etch? Provinces (Hietsu no sakai tsuribashi), #8B, Remarkable Views of Bridges in Various Provinces (Shokoku meikyo kiran)

Katsushika Hokusai; 10 1/8 in.x 1 ft. 3 1/8 in.; woodcut, oban, ink and color on paper