大连市首批8000户困难家庭将“住有所居”

11月16日,大连市国土资源和房屋局所属大连市住房保障中心,通过公开摇号方式,确定了市内四区8000户居民每户获得13万元的经济适用房货币化补贴资格.并于11月17日在<大连日报>以15个版的篇幅对8000户入围居民予以公示,以接受社会监督.     

经济适用房——靓丽的风景

早在2008年初,大连市长夏德仁在政府工作报告中就明确提出,要把"居者有其屋"作为民生工作的重点,实现住房有保障工作新突破.为了实现这个承诺,大连市国土资源和房屋局在安排年度住房建设中,把解决中低收入家庭和困难户住房问题作为重要工作来抓,并紧紧围绕这项工作,采取一系列有效措施.     

小城镇总体规划编制存在的问题及对策

城乡矛盾历来是我国经济发展的一对主要矛盾,如何协调两者的关系,缩小彼此之间的差距,是各学科长期致力于研究的热点问题。从规划层面而言,小城镇直接面对广大乡村地域空间,是协调城乡关系的最基层衔接点。其意义在于使小城镇总体规划编制的思路与时俱进,克服传统规划编制产生的弊端,使小城镇总体规划编制能够适应现代城乡规划的发展,消除城乡对立与差别,实现城乡相互融合。     

大豆酶解蛋白对凡纳滨对虾幼虾生长性能、血清生化指标、非特异性免疫力和抗病力的影响

【目的】研究大豆酶解蛋白对幼虾生长性能、血清生化指标、非特异性免疫力和抗病力的影响。【方法】凡纳滨对虾(Litopenaeus vannamei)基础饲料添加质量分数0(对照)、1.0%、1.5%、2.0%、2.5%、3.0%、3.5%和4.0%大豆酶解蛋白,配制8种等氮等脂饲料,饲喂凡纳滨对虾幼虾56 d。【结果】1.5%组的增重率和特定生长率最高,显著高于2.0%—4.0%添加组(P0.05);1.0%和1.5%组全虾粗蛋白质含量高于对照组(P0.05),对照、1.0%和1.5%组蛋白质沉积率高于其他各组(P0.05);饲料中添加1.5%~4.0%大豆酶解蛋白可显著提高肌肉磷含量(P0.05),3.0%组最大;1.0%、1.5%和2.0%组血清胆固醇含量低于对照组(P0.05);饲料中添加1.5%~4.0%大豆酶解蛋白可显著提高血清中溶菌酶活性(P0.05),添加1.0%~3.0%大豆酶解蛋白可显著提高血清中酚氧化物酶活性(P0.05),2.5%和3.0%组血清中超氧化物歧化酶活性与1.0%和1.5%组血清中酸性磷酸酶活性高于对照组(P0.05),添加大豆酶解蛋白可显著提高血清中碱性磷酸酶活性(P0.05),2.5%组最大;哈维弧菌(Vibrio harveyi)攻毒7 d后,1.0%组累积死亡率最低。饲料中添加大豆酶解蛋白未提高凡纳滨对虾的生长性能,添加剂量高于3.5%可导致生长性能下降,添加质量分数1.0%大豆酶解蛋白可明显提高凡纳滨对虾的抗病力。【结论】饲料中添加大豆酶解蛋白不能提高凡纳滨对虾的生长性能,高于3.5%添加组的生长性能下降;添加质量分数1.0%大豆酶解蛋白可明显提高凡纳滨对虾的抗病力。     

寒武纪生物大爆发之后的底栖生态系统工程建造者:以河南地区为例

扰动生物作为生态系统工程建造者,通过对沉积底质的改造直接影响沉积物和水体之间的相互作用(营养物质的循环、迁移和存储),对底栖生态系统工程有重要的影响.遗迹化石作为底栖生物活动的载体,为研究寒武纪大爆发之后底栖生态系统工程建造者的演化规律,并评价底栖生态系统工程建造者对生态系统工程产生的影响提供了依据.对河南地区8个寒武...     

Analytical investigations of seismic responses for reinforced concrete bridge columns subjected to strong near-fault ground motion

Strong near-fault ground motion, usually caused by the fault-rupture and characterized by a pulse-like velocity- wave form, often causes dramatic instantaneous seismic energy (Jadhav and Jangid 2006). Some reinforced concrete (RC) bridge columns, even those built according to ductile design principles, were damaged in the 1999 Chi-Chi earthquake. Thus, it is very important to evaluate the seismic response of a RC bridge column to improve its seismic design and prevent future damage. Nonlinear time history analysis using step-by-step integration is capable of tracing the dynamic response of a structure during the entire vibration period and is able to accommodate the pulsing wave form. However, the accuracy of the numerical results is very sensitive to the modeling of the nonlinear load-deformation relationship of the structural member. FEMA 273 and ATC-40 provide the modeling parameters for structural nonlinear analyses of RC beams and RC columns. They use three parameters to define the plastic rotation angles and a residual strength ratio to describe the nonlinear load- deformation relationship of an RC member. Structural nonlinear analyses are performed based on these parameters. This method provides a convenient way to obtain the nonlinear seismic responses of RC structures. However, the accuracy of the numerical solutions might be further improved. For this purpose, results from a previous study on modeling of the static pushover analyses for RC bridge columns (Sung et al. 2005) is adopted for the nonlinear time history analysis presented herein to evaluate the structural responses excited by a near-fault ground motion. To ensure the reliability of this approach, the numerical results were compared to experimental results. The results confirm that the proposed approach is valid.     

地震仪自控标定脉冲发生器

本文介绍了一种自控标定脉冲发生器的优点,即可以按照预置时间,同时实现多台地震仪的标定脉冲监视,进而取代目前模拟地震记录人工脉冲信号监视工作状态的常规工作。其标定时间统一、输入脉冲信号稳定。