1,131 publications from this institution
Supplementary Figure from Tumor Genomic Testing for >4,000 Men with Metastatic Castration-resistant Prostate Cancer in the Phase III Trial PROfound (Olaparib)
5564 Background: In a previous study, we noted a response rate (RR) of 61% for the 3 drug combination of carboplatin, epirubicin and capecitabine in platinum-sensitive recurrent EOC. This combination however resulted in excessive grade (G) 3–4 haematological toxicity (55%) (BJC 2006; 94:74). The current trial therefore assessed the feasibility and efficacy of the 2 drugs, carboplatin and capecitabine as second- or third-line treatment. Methods: Pts were administered carboplatin (AUC5) day 1 and capecitabine at a starting dose of 750 mg/m2 bd, days 1–21, q21 (dose level 1). The capecitabine dose was deescalated to 625 mg/m2 (dose level -1) and 500 mg/m2 (dose level -2) according to toxicity. Pts with an objective response or stable disease received maintenance capecitabine (at the same dose level) for up to 12 months or until progression. Responses were assessed with RECIST criteria and CA-125. Results: 19 of the 20 pts enrolled were evaluable for toxicity and response. Dose-limiting toxicity was observed at dose level 1 (G3 fatigue, G3 diarrhoea, G3 neutropenia of > 14 days; n = 3/5), dose level -1 (G3 angina (n = 2), G3 vomiting, G3 palmar plantar erythema; n = 4/7) and dose level-2 (diarrhoea / fatigue; n = 1/7). One patient had a G3 carboplatin hypersensivity reaction. 8 pts received maintenance capecitabine which was well tolerated. The overall RR was 53% with 10 partial responses and 5 stable diseases. The median progression free survival (PFS) was 6.5 months (m) and the 6mPFS was 63% with 2 pts currently ongoing treatment. The median PFS on maintenance was 3.2 m. Conclusions: The combination was well tolerated at the recommended phase II dose of carboplatin (AUC 5) and capecitabine (500 mg/m2 bd) with partial responses in over half of the cases. [Table: see text]
This chapter presents advanced analysis methods for space steel frames which consider both geometric and material nonlinearities. The geometric nonlinearities come from second-order P and P effects (see Fig. 1.) as well as geometric imperfections, while the material nonlinearities are due to gradual yielding associated with residual stresses and flexure. The P effect results from the axial force acting through the relative displacement of the ends of the member, so it is referred to as a member chord rotation effect. The P effect is accounted in the second-order analysis by updating the configuration of the structure during the analysis process. The P effect is caused by the axial force acting through the lateral displacement of the member relative to its chord, so it is referred to as a member curvature effect. The P effect can be captured by using stability functions. Since the stability functions are derived from the closed-form solution of a beam-column subjected to end forces, they can accurately capture the P effect by using only one element per member. Another way to capture the P effect without using stability functions is to divide the member into many elements, and consequently, the P effect is transformed to the P effect.
This article presents analytical solutions for buckling analysis of functionally graded plate based on a refined plate theory. Based on the refined shear deformation theory, the position of neutral surface is determined and the governing stability equations based on neutral surface are derived. There is no stretching–bending coupling effect in the neutral surface-based formulation, and consequently, the governing equations and boundary conditions of functionally graded plates based on neutral surface have the simple forms as those of isotropic plates. The closed-form solutions of buckling load are obtained for rectangular plates with various boundary conditions. The accuracy of neutral surface-based model is verified by comparing the obtained results with those reported in the literature. Finally, parameter studies are carried out to study the effects of power law index, thickness ratio, and aspect ratio on the critical buckling load of functionally graded plates.