art column

与art column相关的网络例句 [注：此内容来源于网络，仅供参考]

Among them flowers and plants of head shape column (flowers and plants of column of Capitata), horse segment of a circle (flowers and plants of column of Fine Stem), Mineirao and CIAT1517 column flowers and plants (CIAT1517) belongs to phosphor small effect is not sensitive model; heat grinds 2 column flowers and plants (Reyan2), heat grinds 5 column flowers and plants (Reyan5), flowers and plants of column having a check mark (flowers and plants of column of Verano), bush and TPRC2001-2 column flowers and plants (TPRC2001-2) performance is not steady.

其中头状柱花草、马弓形柱花草、Mineirao柱花草和CIAT1517柱花草(CIAT1517)属于磷低效不敏感型；热研2号柱花草(Reyan2)、热研5号柱花草(Reyan5)、GC1581柱花草(GC1581)和TPRC2001-1柱花草(TPRC2001-1)属于磷高效敏感型；西卡柱花草属于磷高效不敏感型，有钩柱花草、灌木柱花草和TPRC2001-2柱花草(TPRC2001-2)表现不稳定。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

Group Exhibitions: in 2006, Process and Expression, The Scale of Picture Determines Attitude: the 1st 5x7 Photo Biennale, Direction, Mixture of Clear and Obscure: Chinese Contemporary Arts Exhibition; in 2005, Fan Shou Wei Yun Fu Shou Wei Yu: the 1st Exhibition of Beijing TS1 Contemporary Art Center, Skin of City—Research on the Possibility of Contemporary City Image (Tap Seac Gallery of Macao, Shenzhen Art Museum), Transparent Box, Untitled—Self-Project:'05 China Pingyao International Photograph Exhibition, Ten Points and Ten Colors (Soka Contemporary Space, Beijing), Tian An Men (Amsterdam Photo Museum, Holland), The 2nd Chengdu Biennale, Tomorrow without Glancing Back: Chinese Contemporary Art Exhibition (Kuandu Museum of Fine Arts, Taipei); in 2004, Meet by Chance, One to One: Their Sight (Chambers Fine Arts, New York, USA), Chinese Photo and Image Fine Arts, Times of Imitating Images; in 2003, Distance—Contemporary Art Invitational Exhibition of Guangdong Museum of Art (Guangdong Museum of Art, Guangdong), Left Hand and Right Hand: China and Germany Contemporary Art United Exhibition (Beijing 798 Space), Expression and Condition, Chinese Photo and Image Fine Arts (Art Museum of Beijing Normal University), Blue Sky without Defense; in 2002, Speak to Oneself, Chinese New Photo and Image Exhibition, Bridge: Contemporary Art Invitational Exhibition, Legend-Fabrication-Copy, Phenomenon, Chuang Ku Exhibition (Shanghai Dongdaming Chuang Ku Exhibition); in 2001, Knowledge is Power; in 1999, Contemporary Chinese Art Exhibition; in 1998, Surprise to Existence, In the City: Opening Oneself; in 1997, Chinese Art General Exhibition: Contemporary Oil Painting Exhibition.

联 展：2006年Process And Expression。&画幅决定态度&首届5x7照相双年展方向、虚虚实实—中国当代艺术展；2005年&翻手为云，覆手为雨&—北京 TS1当代艺术中心第一回展、城市的皮肤—当代都市影像的可能性研究（澳门塔石艺文馆、深圳美术馆）、透明的盒子北京SOHOU现代城）无题—自我投射2005中国平遥国际摄影大展、士点十色、天安门（荷兰阿姆斯特丹摄影博物馆）、第二届成都双年展、明日，不回眸—中国当代艺术展；2004年邂逅、&一对一&他们的目光、中国影像绘画、拟像时代；2003年&左手与右手&中、德当代艺术联展、表情与状态、中国影像绘画展、距离·广东美术馆当代艺术邀请展、蓝天不设防；2002年自言自语、中国新影像展、桥·当代艺术邀请展、演义·捏造·复制、现象、创库展；2001年知识就是力量；1999年当代中国艺术展；1998年对于存在的惊奇、在城市中—开放的自我；1997年中国艺术大展·当代油画艺术展·当代油画艺术展。

与art column相关的网络解释 [注：此内容来源于网络，仅供参考]

art for art's sake：为艺术

科技性:Art | 为艺术:Art for art"s sake | 艺术至上:Art for art"s sake

art for art's sake：艺术至上

为艺术:Art for art"s sake | 艺术至上:Art for art"s sake | 象征:the symbolic art

hypostyle column：檐柱 eave column 金柱

穿斗式构架 column and tie construction | 井干式构架 log cabin construction | 檐柱 eave column 金柱 hypostyle column