【正文】 結(jié)果：Main structures analysis amp。Code for Design of Steel Structures （GB500172003）主要計算參數(shù)：Main design parameters:結(jié)構(gòu)材料信息: 鋼砼結(jié)構(gòu)Structural material information Reinforced concrete structure 混凝土容重 (kN/m3): Gc = Bulk density of the concrete Gc = 豎向荷載計算信息: 按模擬施工3加荷計算 Vertical loading information Calculation based on simulating construction 3 loading風荷載計算信息: 計算X,Y兩個方向的風荷載 Wind loading calculation information Calculate the wind loadings on X,Y directions地震力計算信息: 計算X,Y兩個方向的地震力 Seismic force calculation information Calculate the seismic forces on X,Y directions“規(guī)定水平力”計算方法: 樓層剪力差方法(規(guī)范方法) Calculation method for authorized horizontal pressure” shearing difference (Code method) 結(jié)構(gòu)類別: 框架結(jié)構(gòu) Structure Category Frame structure 采用的樓層剛度算法 層間剪力比層間位移算法 Calculation of the storey rigidity Interstorey shear force/ Interstorey displacement 結(jié)構(gòu)所在地區(qū) 上海 Location Shanghai地震信息 ............................................Seismic information振型組合方法(CQC耦聯(lián)。 Load Code for the Design of Building Structures (GB500092012)《建筑抗震設(shè)計規(guī)范》(GB 500112010)。六、結(jié)構(gòu)分析Structural Analysis結(jié)構(gòu)軟件：采用中國建筑科學研究院研發(fā)的《PKPMPMCAD，SATWE，JCCAD，STS》軟件進行結(jié)構(gòu)分析，恒荷載與活荷載分開計算，考慮活荷最不利組合，模擬施工加載3，考慮偶然偏心的影響進行分析。Prestress hollow pipe piles foundation PHSA500 (100)18 is adopted in this Food Ramp。配電站為單層建筑，荷載較小，其基礎(chǔ)選用天然基礎(chǔ)，持力層為2層灰黃色粉質(zhì)粘土層，地基承載力特征值為85KPa.Piles foundation is applied in this Food Ramp。D centre and the power distribution room. Minimum length and width of the building are both less than late poured band or expansion joints are to be set.2．，該部分采用井字梁樓面體系，井字梁尺寸為350x1000mm。建筑物長寬均小于55m，不設(shè)置后澆帶或者伸縮縫。D centre禮堂活荷載： KN/M2Auditorium Live Load: KN/M2實驗室活荷載： KN/M2Pilot Room Live Load: KN/M2貯藏室活荷載： KN/M2Storage Room Live Load: 餐廳活荷載： Refectory Live Load KN/M2樓梯活荷載： KN/M2Stairs Live Load: KN/M2電梯房活荷載： KN/M2Elevator Equipment Room Live Load KN/M2空調(diào)機房活荷載： KN/M2Air Conditioning Facility Room Live Load: KN/M2基本風壓： Basic Wind Pressure: 地面粗糙度： B類Floor roughness degree: Class B基本雪壓： Basic Snow Load: 地震作用： Earthquake action 地震烈度7度，設(shè)計地震分組為第一組，場地類別上海IV類， 結(jié)構(gòu)阻尼比5%。The importance factor of these buildings is . And the safety class of these buildings is Class II. The antiseismic intensity of the steel structure is Class D.鋼筋混凝土結(jié)構(gòu)抗震等級為二級。D centre is which reaches up to the fire fighting requirements.五、主要經(jīng)濟技術(shù)指標Main Economical Index總用地面積：Land Plot area 32367m2總建筑面積： Gross building area 建筑密度:Construction coverage %容積率: Plot ratio 綠地率: Green area ratio %機動車位: Car parking 20第二章 結(jié)構(gòu)設(shè)計說明Chapter 2 Structural Design Description一、 設(shè)計依據(jù)Design Criteria《混凝土結(jié)構(gòu)設(shè)計規(guī)范》 （GB500102010） Code for Design of Concrete Structures（GB500102010）《建筑結(jié)構(gòu)荷載規(guī)范》 （GB500092012）Load Code for the Design of Building Structures (GB500092012)《建筑抗震設(shè)計規(guī)范》 （GB500112010）Code for Seismic Design of Structures （GB500112010）《砌體結(jié)構(gòu)設(shè)計規(guī)范》 （GB500032011）Code for Design of Masonry Structures （GB500032011）《建筑地基基礎(chǔ)設(shè)計規(guī)范》 （GB500072011）Code for Design of Building Foundation （GB500072011）《建筑樁基技術(shù)規(guī)范》 （JGJ942008）Technical Code for Building Pile Foundations（JGJ 942008）《鋼結(jié)構(gòu)設(shè)計規(guī)范》 （GB500172003）Code for Design of Steel Structures （GB500172003）《混凝土小型空心砌塊建筑技術(shù)規(guī)范》 （JGJ/T 142011）Technical Code for Design of Concrete Hollow Block Structures （JGJ/T 142011）《工程地質(zhì)勘察報告》11239 由xxxxxx有限公司提供Geotechnical Investigation Report11239 Provide byxxxxxx Institute1業(yè)主提供的一期工程竣工圖As built drawings of the Phase I provided by the Customer.二、 建筑分類等級 Categories of Buildings1..建筑物安全等級為二級，建筑結(jié)構(gòu)設(shè)計使用年限：50年The safety category of the building is Class II and the expire span of the structure is designed to be 50 years.2..地基基礎(chǔ)設(shè)計等級為丙級，地基基礎(chǔ)安全等級為二級。建筑防火分區(qū)面積及安全疏散距離均滿足防火規(guī)范的要求。D centre which is of Class II fire resistant and other buildings within the plant area are qualified to the fire control regulations. There is an existing ringlike road around the Food Ramp。研發(fā)中心與廠區(qū)內(nèi)其它建筑物間距均滿足防火規(guī)范要求，并設(shè)置環(huán)狀消防道路以確保消防車輛暢通阻，充分滿足消防的需要。Elevation design of the Food Ramp。 height of the first floor is and the other four is , height difference between interior and outdoor is and the total height of the building is m. Personnel main entrance lies on the south side of the centre while the goods main entrance is on the north side thus the two are efficiently separated. Functions of the Food Ramp。The Food Ramp。人員主入口在研發(fā)中心南側(cè)，貨物入口在研發(fā)中心北側(cè)，人流物流進行了有效分離。The newlybuilt Food Ramp。原有道路為一環(huán)型混凝土道路。The newlybuilt Food Ramp。 of the newlybuilt Food Ramp。D centre, and the outdoor site and roads are existing ones and there isn39。There are fences and greenbelts around the land plot. They can help to prevent the pollution from outer atmosphere and decrease the noise. In the site, greenbelts should be planted as much as possible along the roads which can not only purify the air but also improve the imag