It also reminds us that the seismic design practice and construction quality could be improved in China.

這次地震也提醒了我們理论精品视频在线观看，中國(guó)的建筑結(jié)構(gòu)抗震設(shè)計(jì)和施工質(zhì)量都有可待提高的地方。

Can effectively improve the construction of seismic performance.

能夠有效地提高建筑的抗震性能日韩人妻A级毛片。

Nowadays, elasto-plastic analysis has become an important part of seismic design of structure.

目前国产一级A片无码免费视频一，彈塑性分析已經(jīng)成為結(jié)構(gòu)抗震設(shè)計(jì)的一個(gè)重要組成部分。

This paper is reference of seismic design of CFRT structure.

本文為方鋼管混凝土結(jié)構(gòu)的抗震設(shè)計(jì)提供參考播播午夜。

After strengthened the hybrid precast specimens still have desirable seismic characteristics such as a self-centering capability and an ability to undergo large nonlinear displacements with little damage.

文中分析了加固與未加固試件的恢復(fù)力特性天天操天天日天天碰、延性、耗能等抗震性能與試驗(yàn)參數(shù)的關(guān)系少妇极品欧美日韩视频在线观看，為其今后在地震地區(qū)的施工和設(shè)計(jì)提出一個(gè)經(jīng)濟(jì)福利片国产网址、合理的建議。

Calculation and analysis showed that self-controlled frame had smaller response and higher capacity during earthquake.

對(duì)自控框架和其他框架方案的計(jì)算分析表明99热在线只有精品99，自控框架的地震反應(yīng)較小欧美人与动牲交大全免费，抗震性能較佳。

Because of the absence of calculation theory and design method for semirigid connection, it is still calculated and designed as rigid connection in our country, which leads to significant differences between the calculation result and the real stressed state.

由于缺乏計(jì)算理論和方法德国三级片，大多數(shù)半剛性節(jié)點(diǎn)按剛性節(jié)點(diǎn)進(jìn)行設(shè)計(jì)国产在线三区，對(duì)結(jié)構(gòu)的靜力分析、抗震性能等各方面的設(shè)計(jì)計(jì)算的影響很大91色综合久久熟女。

The dynamic properties of the steel frame with semirigid end-plate connections were discussed, and the influence of semirigid connections on the multistory steel frames design was studied.

結(jié)果表明玖玖资源网日本在线视频，采用了半剛性端板連接的鋼框架結(jié)構(gòu)，相對(duì)于理想剛接的情況免费试看黄色网站，結(jié)構(gòu)在多遇和罕遇地震作用下結(jié)構(gòu)的抗震性能明顯變化国产一级爱c在线大片。

To verify the empirical formula and understand clearly the static behavior of the composite connections, eight specimens were designed and tested to failure, of which four specimens were semirigid beam-to-column connections and others were rigid connections with different types of stiffening details.

檢驗(yàn)經(jīng)驗(yàn)公式和清楚的靜態(tài)性能的綜合連接，8個(gè)標(biāo)本進(jìn)行設(shè)計(jì)和測(cè)試失敗韩国日本ww色成年免费网站，其中4個(gè)標(biāo)本進(jìn)行了抗震設(shè)計(jì)和其他設(shè)備連接著不同種類的剛性節(jié)點(diǎn)僵硬的細(xì)節(jié)影音先锋最新av资源。

To resolve the design difficulties caused by small cross-section, low height of the bridge structure, the key technique problem to the bridge structure should be carried on research and analysis, such as whole calculation model, considering foundation combined action , the reasonable rigidity match to the joint of the girder and pier ,inner force redistribution caused by the system conversion ,the forecast to long-term deformation after building , stress analysis and tectonic steel bar of the anchored serration block , the influence of foundation settlement and anti- earthquake measures . To acquire feasible and reasonable technique parameters and provide the full design basis, according to analytical results adjust and optimize the bridge structure design.

為解決橋梁結(jié)構(gòu)要求截面小，高度低等帶來(lái)的設(shè)計(jì)困難婷婷五月综合网中文综合网，需對(duì)該結(jié)構(gòu)的關(guān)鍵技術(shù)問(wèn)題如考慮基礎(chǔ)共同作用的整體計(jì)算模型在线欧美h、梁墩間的合理剛度匹配、體系轉(zhuǎn)換產(chǎn)生的內(nèi)力重分布在线观看午夜国产猫咪影院视频、成橋后的長(zhǎng)期變形預(yù)測(cè)美日韩美女自插在线视频观看、錨下鋸齒塊應(yīng)力分析及配筋構(gòu)造、基礎(chǔ)沉降影響及抗震措施等進(jìn)行研究分析日韩中文有码精品视频在线，以獲得技術(shù)可行一级欧美片网站、經(jīng)濟(jì)合理的技術(shù)參數(shù)，為設(shè)計(jì)提供充分的依據(jù)一级毛片免费播放在线视i，根據(jù)分析結(jié)果調(diào)整優(yōu)化橋梁結(jié)構(gòu)設(shè)計(jì)七七久久。