提高城市设计的环境质量

本文从创造人性化情感空间、保护生态环境、尊重地域文化三方面论述了提高城市设计环境质量的重要性。     

三清山博物馆安全防范工程设计

本文主要讲述了博物馆安全防范系统各子系统的设计,及其各子系统的联动运行,以建立一个比较全面的安全防范系统,达到二级防护设计,满足三清山博物馆安全防范工程需要。     

双向超长转换结构设计

本文通过对超长建筑无缝设计的意义的论述,对一个实际工程双向超长转换结构的转换形式进行了分析,对整体结构和转换梁进行了理论设计计算,最后提出了超长转换结构的主要构造措施,可供同行设计参考。     

灌注桩加固厂房柱基

在对原有厂房的技术改造中，需将原厂房轴四根柱子拔除，使得留存的柱子上的荷载增加数倍。本文对柱下基础采用钻孔灌注桩加固的经验进行了介绍。     

A quadratic complementarity problem related to the optimal design of a pipeline freely resting on a rough sea bottom

A submarine pipeline resting on a rigid, frictionless seabed assumes an equilibrium configuration which can be determined by solving a unilateral contact problem, i.e. a quadratic program or a variational inequality.When the sea bed is irregular, its profile along the sealine can be modified, in present offshore technology, by means of costly trench excavations or artificial supports, in order to avoid excessive bending moments in the pipe. Thus, the problem arises of determining the minimum cost of the profile changes provided that a specified curvature is nowhere exceeded.This optimal design problem is solved by assuming a quadratic cost function and reducing it to a sequence of convex quadratic programming problems leading to the optimal design situation. Upper and lower bounds on the absolute minimum cost and optimality conditions are established. A suitable algorithm for solving the problem in a finite number of steps is developed. Its generalization to allow for ‘fixed charges’ due to the equipment mobilization cost is presented. Two numerical examples illustrate the optimum (minimum cost) proposed design method.     

灵江特大桥栈桥设计与计算

结合工程概况,从梁Ⅰ40a工字钢检算、Ⅰ16工字钢栈桥横向分配梁、Ⅰ28b支座垫梁验算、钢管桩自由长度及稳定性验算、栈桥钢管桩单桩承载力计算等方面介绍了栈桥的设计与计算过程,以供类似桥梁工程的设计参考。     

将乐鸿图·日照东门水木玉华住宅小区太阳热水系统的应用

本文主要介绍了将乐"鸿图.日照东门水木玉华"小区中"太阳能与建筑一体化"工程的实施概况,阐述了项目实施过程中的感受,从多个方面分析了太阳能热水系统在建筑中应用的好处。     

低洼小区雨水排水的探讨

随着城市建设的大规模开展,大型低洼小区排水成为经常遇到的难题。该文通过工程实例,分析如何利用挡水设施、地面径流控制措施、现场外径流控制措施等方法,解决大型低洼小区雨水排水问题,以期用最低的投资来获取最大的排水安全性。     

谈结合城市设计概念的现代博物馆建筑设计--以连云港市新博物馆方案设计为例

城市设计概念在过去的二十年里逐渐成为建筑设计所关注的新热点,也为建筑设计提供了新的出发点和方法途径.博物馆建筑作为公共建筑的一种类型,与城市关系密切,又具有建筑类型自身的特点.本文试图通过笔者参与设计的连云港市新博物馆方案为例,重点探讨建筑创作中的城市设计维度问题以及博物馆建筑设计的发展趋势.     

Numerical simulation of concrete encased steel composite columns

This paper investigates the behaviour of pin-ended axially loaded concrete encased steel composite columns. A nonlinear 3-D finite element model was developed to analyse the inelastic behaviour of steel, concrete, longitudinal and transverse reinforcement bars as well as the effect of concrete confinement of the concrete encased steel composite columns. The interface between the steel section and concrete, the longitudinal and transverse reinforcement bars, and the reinforcement bars and concrete were also considered that allowed the bond behaviour to be modeled and the different components to retain their profile during the deformation of the column. Furthermore, the initial overall (out-of-straightness) geometric imperfection was carefully incorporated in the model. The finite element model has been validated against published experimental results. The main objective of the study was to understand the structural response and modes of failure of the columns and to assess the composite column strengths against current design codes. The study covered slender, non-slender, stub and long concrete encased steel composite columns. The concrete strengths varied from normal to high strength (20-110 MPa). The steel section yield stresses also varied from normal to high strength (275-690 MPa). Furthermore, the variables that influence the composite column behaviour and strength comprising different slenderness ratios, concrete strength and steel yield stress were investigated in a parametric study. It is shown that the increase in structural steel strength has a small effect on the composite column strength for the columns having higher relative slenderness ratios due to the flexural buckling failure mode. The composite column strengths obtained from the finite element analysis were compared with the design strengths calculated using the American Institute for Steel Construction AISC and Eurocode 4 for composite columns. Generally, it is shown that the EC 4 accurately predicted the design strength for the concrete encased steel composite columns having a concrete cylinder strength of 30 MPa and structural steel yield stresses of 275 and 460 MPa, which are in the limits of the code, which otherwise, was generally conservative. The AISC predictions were quite conservative for all the concrete encased steel composite columns.