【正文】 Every warehouse in this project shall be set up with indoor fire hydrant, and the indoor fire hydrant quantity is 10L/S. The indoor fire hydrant system adopts stable high pressure fire system, and water is pumped from the fire water tank. 室內(nèi)各層均設(shè)消火栓進(jìn)行保護(hù)。消防水池由市政給水補(bǔ)水，經(jīng)消防泵房加壓后供給室內(nèi)外消防用水。calculation results: 結(jié)構(gòu)自振周期計(jì)算：Calculation of structural vibration period 考慮扭轉(zhuǎn)耦聯(lián)時(shí)的振動(dòng)周期(秒)、X,Y 方向的平動(dòng)系數(shù)、扭轉(zhuǎn)系數(shù)Vibration period (Rotating torsion included ) (s) X,Y translation, torsion coefficient 振型號 周 期 轉(zhuǎn) 角 平動(dòng)系數(shù) (X+Y) 扭轉(zhuǎn)系數(shù)Vibration type Period Rotating angle Translation coefficient(X=Y) Torsion coefficient1 ( + ) 2 ( + ) 3 ( + ) 4 ( + ) 5 ( + ) 6 ( + ) 7 ( + ) 8 ( + ) 9 ( + ) 10 ( + ) 11 ( + ) 12 ( + ) 13 ( + ) 14 ( + ) 15 ( + ) 16 ( + ) 17 ( + ) 18 ( + ) 19 ( + ) 20 ( + ) 21 ( + ) 地震作用最大的方向 = (度)Max direction of the earthquake action= (degree) 結(jié)構(gòu)位移及位移比計(jì)算：Calculation of structural drift and drift ration:=== 工況 1 === X 方向地震作用下的樓層最大位移=== 工況 1 === X direction: max storey drift under seismic force X方向最大層間位移角: 1/ 621.(第 2層第 1塔)X direction: max drift angle 1/ 621.(Second storey the1st tower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (Second storey the1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max Interstorey drift and average Interstorey drift (Seventh storey the1st tower)=== 工況 2 === X 雙向地震作用下的樓層最大位移 === 工況 2 === X max storey drift under bidirection earthquake actionX方向最大層間位移角: 1/ 584.(第 2層第 1塔)X direction: max Interstorey drift angle 1/ 584.(second storey the 1sttower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (Second storey the1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max Interstorey drift and average Interstorey drift (7thStorey the 1st tower)=== 工況 3 === Y 方向地震作用下的樓層最大位移=== 工況 3 === Y direction: max storey drift under earthquake actionY方向最大層間位移角: 1/ 742.(第 2層第 1塔)Y direction: max interstorey drift angle 1/ 742(second storey the 1sttower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max interstorey drift and average storey drift (5thStorey the 1st tower)=== 工況 4 === Y 雙向地震作用下的樓層最大位移=== 工況 4 === Y max storey drift under bidirection earthquake actionY方向最大層間位移角: 1/ 651.(第 2層第 1塔)Y direction: max interstorey drift angle 1/ 651(2ndStorey the 1st tower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max interstorey drift and average interstorey drift (5thStorey the 1st tower) === 工況 5 === X 方向風(fēng)荷載作用下的樓層最大位移 === 工況 5 === X direction :max storey drift with wind loadX方向最大層間位移角: 1/2554.(第 7層第 1塔)X direction max interstorey drift angle 1/2554(7thtorey the 1st tower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (2ndStorey the 1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max interstorey drift and average interstorey drift (7thStorey the 1st tower) === 工況 6 === Y 方向風(fēng)荷載作用下的樓層最大位移=== 工況 6 === Y direction :max storey drift with wind loadY方向最大層間位移角: 1/4784.(第 2層第 1塔)Y direction: max interstorey drift angle 1/4784(2ndStorey the 1st tower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max interstorey drift and average interstorey drift (5thStorey the 1st tower) === 工況 7=== X 方向地震作用規(guī)定水平力下的樓層最大位移 === 工況 7 === X direction: max storey drift under earthquake action and authorized horizontal forceX方向最大層間位移角: 1/ 696.(第 2層第 1塔)X direction max interstorey drift angle 1/ 696(2ndStorey the 1st tower)X方向最大位移與層平均位移的比值: (第 2層第 1塔)X direction: ratio of max drift and average storey drift (2ndStorey the 1st tower)X方向最大層間位移與平均層間位移的比值: (第 7層第 1塔)X direction: ratio of max drift and average storey drift (7thtorey the 1st tower) === 工況 8=== Y 方向地震作用規(guī)定水平力下的樓層最大位移=== 工況8 === Y direction: max storey drift under earthquake action and authorized horizontal forceY方向最大層間位移角: 1/ 812.(第 2層第 1塔)X direction max interstorey drift angle 1/ 812(2ndStorey the 1st tower)Y方向最大位移與層平均位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (5thStorey the 1st tower)Y方向最大層間位移與平均層間位移的比值: (第 5層第 1塔)Y direction: ratio of max drift and average storey drift (7thtorey the 1st tower)七、其他Others1.,混凝土：基礎(chǔ)墊層 C15；基礎(chǔ)及上部結(jié)構(gòu)為C30；Concrete: Blinding Pad C15。D centre. Side length of the piles are 500mm and pipe length is 18m with, single pile bearing capacity design value is 840kN .The bearing stratum is 52 grey silty sand。The seismic intensity is seven degrees, the earthquake is classified as Group one and the basic earthquake acceleration is in the design. The soil in site is Class four in Shanghai, the feature cycle of site is , the stru