Selective P4 activation by an organometallic nickel(I) radical: formation of a dinuclear nickel(II) tetraphosphide and related di- and trichalcogenides

The reaction of the 17e nickel(I) radical [CpNi(IDipp)] (1, IDipp = 1,3-bis(2,6-diisopropylphenyl)imidazolin-2-ylidene) with P4 results in a nickel tetraphosphide [{CpNi(IDipp)}2(μ-η1:η1-P4)] with a butterfly-P42− ligand; related chalcogenides [{CpNi(IDipp)}2(μ-E2)] (E = S, Se, Te) and [{CpNi(IDipp)}2(μ-E3)] (E = S, Se) are formed with S8, Se∞ and Te∞.

1,3-dipolar cycloaddition of CS2 to the coordinated azide in the cyclopalladated [Pd(bzan)(mu-N-3)](2). Crystal and molecular structure of di(mu-N,S-1,2,3,4-thiatriazole-5-thiolate)bis[(benzylideneaniline-C-2,N)palladium(II)]

The compound [Pd(bzan)(mu -N-3)](2) 1, bzan = benzylideneaniline, was prepared from [Pd(bzan) (mu -OOCCH3)](2) by an anion exchange reaction. The 1,3-dipolar cycloaddition of carbon disulfide to the bridged coordinated azide in the cyclometallated compound I was investigated. The species resulting from this reaction, di(mu -N,S-1,2,3,4-thiatriazol-5-thiolate)bis[(benzylideneaniline)palladium(II)] 2, was characterized by IR spectroscopy and X-ray diffraction. The compound 2 is a dimer containing two [Pd(benzylideneaniline)] moieties connected by two vicinal bridging N,S-1,2,3,4-thiatriazole-5-thiolate anions in a square-planar coordination geometry for the palladium atoms.

Cycloaddition reaction of the azido-bridged cyclometallated complex [Pd(dmba)N-3](2) with CS2. Crystal and molecular structure of DI(mu, N,S-1,2,3,4-thiatriazole-5-thiolate) bis[(N,N-dimethylbenzyl-amine-C-2,N)palladium(II)]

The 1,3-dipolar cycloaddition of carbon disulfide to the coordinated azide in the cyclometallated compound [Pd(dmba)(N-3)](2) (1), dmba = N,N-dimethylbenzylamine, was investigated. The compound obtained di(mu, N,S-1,2,3,4-thiatriazole-5-thiolate)-bis[(N,N-dimethylbenzylamine-C-2,N)palladium(II)] (2), was characterized by IR spectroscopy and X-ray diffraction. Complex (2) is dimeric with the two [Pd(N,N-dimethylbenzylamine)] moieties being connected by the two vicinal bridging N,S-1,2,3,4-thiatriazole-5-thiolate anions in a square-planar coordination for the palladium atoms.

Crystal structure of di-mu(N,S)-thiocyanato-bis[(N-benzylideneaniline-C-2,N)palladium(II)], [Pd(C6H4CH=NC6H5)(mu-SCN)](2)

C28H20N4Pd2S2, monoclinic, P12(1)/c1 (No. 14), a = 11.325(1) Angstrom, b = 13.530(1) Angstrom, c = 17.925(1) Angstrom, beta = 106.23(1)degrees, V = 2637.1 Angstrom(3), Z = 4, R-gt(F) = 0.052, wR(ref)(F-2) = 0.129, T = 293 K.

Synthesis and solid-state structural characterization of di-μ-azido-bis[{azido(N, N-diethylethylenediamine)}copper(II)]

The 1:1 mixed-ligand [{Cu(N3)2(diEten)}2] (diEten=N,N-diethylethylenediamine) complex has been synthesized and characterized by i.r. spectroscopy and X-ray diffraction. The compound crystallizes in the triclinic space group P1. Its structure consists of a centrosymmetric Cu2N2 unit whose N atoms belong to end-on azido bridges. Each copper atom is also surrounded by three nitrogen atoms; two from one N, N-diethylethylenediamine, and one from the remaining azide. The five nitrogen atoms altogether occupy the vertices of a slightly distorted trigonal bipyramid, and the azidobridges produced a rather short Cu...Cu distance of 3.37 Å. © 1989 Chapman and Hall Ltd.

Synthesis and X-ray studies of di-μ-cyanato-bis[{cyanato (N,N- dimethylethylenediamine)}copper(II)]

The compound di-μ-cyanato-bis[{cyanato(N,N-dimethylethylenediamine)} copper(II)] was synthesized, and studied by IR spectroscopy and X-ray diffraction. It is dimeric with bridging and terminal cyanate groups, and the copper atoms show a square-based pyramid coordination geometry. © 1990.

A description of ligand field effects in the Di-μ-Azido-Bis [{Azido(N,N-diethylethylenediamine)}Copper(II)] compound by the simple overlap model

We present a theoretical description of ligand field effects in the di-μ-azido- bis[{azido(N,N-diethylethylenediamine)} copper(II)] compound by the Simple Overlap Model. The ligand field Hamiltonian is expressed in terms of irreducible tensor operators for an assumed D3h site symmetry occupied by the copper ion. The ligand field parameters, calculated from the available structural data, indicate that the copper ion is under the influence of a very strong ligand field. The energy of the d-d absorption band is well reproduced phenomenologically by the model.

Crystal structure of di-μ(N,S)-thiocyanato-bis[(N-benzylideneaniline-C 2,N)palladium(II)], [Pd(C6H4CH=NC 6H5)(μ-SCN)]2

C28H20N4Pd2S2, monoclinic, P121/c1 (No. 14), a = 11.325(1) Å, b = 13.530(1) Å, c = 17.925(1) Å, β = 106.23(1)°, V = 2637.1 Å 3, Z = 4, Rgt(F) = 0.052, wRref(F2) = 0.129, T = 293 K. © by Oldenbourg Wissenschaftsverlag.

Molecular and crystal structure of Di(μ-N,S-thiocyanato)-bis[(N,N-dimethylbenzylamine-C2, N)palladium(II)]

The cyclopalladated complex [Pd(C2,N-dmba)(μ-SCN)]2, where dmba = N,N-dimethylbenzylamine, was structurally characterized by single-crystal X-ray diffraction. This compound crystallizes in the monoclinic system, space group P21/n with a = 9.578(1)Å, b = 12.323(2)Å, c = 10.279(2)Å, β = 117.03(1)°, V = 1080.7(3)Å3, Z = 2. Each Pd(II) center displays a distorted square-planar coordination environment, formed by the C and N atoms from the dmba ligand, and one set of N and S atoms from the bridging SCN groups. 2009 © The Japan Society for Analytical Chemistry.

Modellazione numerica del comportamento di una struttura in muratura

In questi ultimi anni il tema della sicurezza sismica degli edifici storici in muratura ha assunto particolare rilievo in quanto a partire soprattutto dall’ordinanza 3274 del 2003, emanata in seguito al sisma che colpì il Molise nel 2002, la normativa ha imposto un monitoraggio ed una classificazione degli edifici storici sotto tutela per quanto riguarda la vulnerabilità sismica (nel 2008, quest’anno, scade il termine per attuare quest’opera di classificazione). Si è posto per questo in modo più urgente il problema dello studio del comportamento degli edifici storici (non solo quelli che costituiscono monumento, ma anche e soprattutto quelli minori) e della loro sicurezza. Le Linee Guida di applicazione dell’Ordinanza 3274 nascono con l’intento di fornire strumenti e metodologie semplici ed efficaci per affrontare questo studio nei tempi previsti. Il problema si pone in modo particolare per le chiese, presenti in grande quantità sul territorio italiano e di cui costituiscono gran parte del patrimonio culturale; questi edifici, composti di solito da grandi elementi murari, non presentano comportamento scatolare, mancando orizzontamenti, elementi di collegamento efficace e muri di spina interni e sono particolarmente vulnerabili ad azioni sismiche; presentano inoltre un comportamento strutturale a sollecitazioni orizzontali che non può essere colto con un approccio globale basato, ad esempio, su un’analisi modale lineare: non ci sono modi di vibrare che coinvolgano una sufficiente parte di massa della struttura; si hanno valori dei coefficienti di partecipazione dei varii modi di vibrare minori del 10% (in generale molto più bassi). Per questo motivo l’esperienza e l’osservazione di casi reali suggeriscono un approccio di studio degli edifici storici sacri in muratura attraverso l’analisi della sicurezza sismica dei cosiddetti “macroelementi” in cui si può suddividere un edificio murario, i quali sono elementi che presentano un comportamento strutturale autonomo. Questo lavoro si inserisce in uno studio più ampio iniziato con una tesi di laurea dal titolo “Analisi Limite di Strutture in Muratura. Teoria e Applicazione all'Arco Trionfale” (M. Temprati), che ha studiato il comportamento dell’arco trionfale della chiesa collegiata di Santa Maria del Borgo a San Nicandro Garganico (FG). Suddividere un edificio in muratura in più elementi è il metodo proposto nelle Linee Guida, di cui si parla nel primo capitolo del presente lavoro: la vulnerabilità delle strutture può essere studiata tramite il moltiplicatore di collasso quale parametro in grado di esprimere il livello di sicurezza sismica. Nel secondo capitolo si illustra il calcolo degli indici di vulnerabilità e delle accelerazioni di danno per la chiesa di Santa Maria del Borgo, attraverso la compilazione delle schede dette “di II livello”, secondo quanto indicato nelle Linee Guida. Nel terzo capitolo viene riportato il calcolo del moltiplicatore di collasso a ribaltamento della facciata della chiesa. Su questo elemento si è incentrata l’attenzione nel presente lavoro. A causa della complessità dello schema strutturale della facciata connessa ad altri elementi dell’edificio, si è fatto uso del codice di calcolo agli elementi finiti ABAQUS. Della modellazione del materiale e del settaggio dei parametri del software si è discusso nel quarto capitolo. Nel quinto capitolo si illustra l’analisi condotta tramite ABAQUS sullo stesso schema della facciata utilizzato per il calcolo manuale nel capitolo tre: l’utilizzo combinato dell’analisi cinematica e del metodo agli elementi finiti permette per esempi semplici di convalidare i risultati ottenibili con un’analisi non-lineare agli elementi finiti e di estenderne la validità a schemi più completi e più complessi. Nel sesto capitolo infatti si riportano i risultati delle analisi condotte con ABAQUS su schemi strutturali in cui si considerano anche gli elementi connessi alla facciata. Si riesce in questo modo ad individuare con chiarezza il meccanismo di collasso di più facile attivazione per la facciata e a trarre importanti informazioni sul comportamento strutturale delle varie parti, anche in vista di un intervento di ristrutturazione e miglioramento sismico.

Identificazione di un QTL principale per resistenza a ruggine bruna sul cromosoma 7B di frumento duro

Leaf rust caused by Puccinia triticina is a serious disease of durum wheat (Triticum durum) worldwide. However, genetic and molecular mapping studies aimed at characterizing leaf rust resistance genes in durum wheat have been only recently undertaken. The Italian durum wheat cv. Creso shows a high level of resistance to P. triticina that has been considered durable and that appears to be due to a combination of a single dominant gene and one or more additional factors conferring partial resistance. In this study, the genetic basis of leaf rust resistance carried by Creso was investigated using 176 recombinant inbred lines (RILs) from the cross between the cv. Colosseo (C, leaf rust resistance donor) and Lloyd (L, susceptible parent). Colosseo is a cv. directly related to Creso with the leaf rust resistance phenotype inherited from Creso, and was considered as resistance donor because of its better adaptation to local (Emilia Romagna, Italy) cultivation environment. RILs have been artificially inoculated with a mixture of 16 Italian P. triticina isolates that were characterized for virulence to seedlings of 22 common wheat cv. Thatcher isolines each carrying a different leaf rust resistance gene, and for molecular genotypes at 15 simple sequence repeat (SSR) loci, in order to determine their specialization with regard to the host species. The characterization of the leaf rust isolates was conducted at the Cereal Disease Laboratory of the University of Minnesota (St. Paul, USA) (Chapter 2). A genetic linkage map was constructed using segregation data from the population of 176 RILs from the cross CL. A total of 662 loci, including 162 simple sequence repeats (SSRs) and 500 Diversity Arrays Technology markers (DArTs), were analyzed by means of the package EasyMap 0.1. The integrated SSR-DArT linkage map consisted of 554 loci (162 SSR and 392 DArT markers) grouped into 19 linkage blocks with an average marker density of 5.7 cM/marker. The final map spanned a total of 2022 cM, which correspond to a tetraploid genome (AABB) coverage of ca. 77% (Chapter 3). The RIL population was phenotyped for their resistance to leaf rust under artificial inoculation in 2006; the percentage of infected leaf area (LRS, leaf rust susceptibility) was evaluated at three stages through the disease developmental cycle and the area under disease progress curve (AUDPC) was then calculated. The response at the seedling stage (infection type, IT) was also investigated. QTL analysis was carried out by means of the Composite Interval Mapping method based on a selection of markers from the CL map. A major QTL (QLr.ubo-7B.2) for leaf rust resistance controlling both the seedling and the adult plant response, was mapped on the distal region of chromosome arm 7BL (deletion bin 7BL10-0.78-1.00), in a gene-dense region known to carry several genes/QTLs for resistance to rusts and other major cereal fungal diseases in wheat and barley. QLr.ubo-7B.2 was identified within a supporting interval of ca. 5 cM tightly associated with three SSR markers (Xbarc340.2, Xgwm146 e Xgwm344.2), and showed an R2 and an LOD peak value for the AUDPC equal to 72.9% an 44.5, respectively. Three additional minor QTLs were also detected (QLr.ubo-7B.1 on chr. 7BS; QLr.ubo-2A on chr. 2AL and QLr.ubo-3A on chr. 3AS) (Chapter 4). The presence of the major QTL (QLr.ubo-7B.2) was validated by a linkage disequilibrium (LD)-based test using field data from two different plant materials: i) a set of 62 advanced lines from multiple crosses involving Creso and his directly related resistance derivates Colosseo and Plinio, and ii) a panel of 164 elite durum wheat accessions representative of the major durum breeding program of the Mediterranean basin. Lines and accessions were phenotyped for leaf rust resistance under artificial inoculation in two different field trials carried out at Argelato (BO, Italy) in 2006 and 2007; the durum elite accessions were also evaluated in two additional field experiments in Obregon (Messico; 2007 and 2008) and in a green-house experiment (seedling resistance) at the Cereal Disease Laboratory (St. Paul, USA, 2008). The molecular characterization involved 14 SSR markers mapping on the 7BL chromosome region found to harbour the major QTL. Association analysis was then performed with a mixed-linear-model approach. Results confirmed the presence of a major QTL for leaf rust resistance, both at adult plant and at seedling stage, located between markers Xbarc340.2, Xgwm146 and Xgwm344.2, in an interval that coincides with the supporting interval (LOD-2) of QLr.ubo-7B.2 as resulted from the RIL QTL analysis. (Chapter 5). The identification and mapping of the major QTL associated to the durable leaf rust resistance carried by Creso, together with the identification of the associated SSR markers, will enhance the selection efficiency in durum wheat breeding programs (MAS, Marker Assisted Selection) and will accelerate the release of cvs. with durable resistance through marker-assisted pyramiding of the tagged resistance genes/QTLs most effective against wheat fungal pathogens.